Assam SOR 2020-21
Major Roads & Bridge Works (MoRT&H Specification) rates
454 major roads & bridge works (mort&h specification) items from the Assam PWD (Roads), effective 2020-12-31.
Major Roads & Bridge Works (MoRT&H Specification) rates in the Assam Schedule of Rates for Rural Roads 2020-21 run from ₹23.00 to ₹6,91,436.00. Transcribed from Government of Assam, Public Works Roads Department — Schedule of Rates for Rural Roads, 2020-21. Built on the MoRD/IRC Standard Data Book for Analysis of Rates for Rural Roads; Part D additionally covers major roads and bridge works to MoRT&H specification.. Reference only — verify against the official source before pricing a bid.
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454 items — scroll the table to browse
| Description | Unit | ||
|---|---|---|---|
| 17.4 I A (ii) | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material — Ordinary soil — Manual Means (I) Without dewatering3 m to 6 m depth | Cum | 161.00 |
| 17.4 I B (i) | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material — Ordinary soil — Mechanical Means (I) Without dewateringDepth upto 3 m | Cum | 67.00 |
| 17.4 I B (ii) | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material — Ordinary soil — Mechanical Means (I) Without dewateringDepth 3 m to 6 m | Cum | 77.00 |
| 17.4 I B (iii) | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material — Ordinary soil — Mechanical Means (I) Without dewateringDepth above 6m | Cum | 93.00 |
| 17.4 II A | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material — Ordinary rock (not requiring blasting) — Manual Means (I) Without dewateringDepth upto 3 m | Cum | 177.00 |
| 17.4 II B | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material — Ordinary rock (not requiring blasting) — Mechanical Means (I) Without dewateringDepth upto 3 m | Cum | 86.00 |
| 17.4 II B (ii) | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material — Ordinary rock (not requiring blasting) — Mechanical Means (I) Without dewatering — With dewateringDepth upto 3 m | Cum | 94.00 |
| 17.4 VI | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved materialBack Filling in Marshy Foundation Pits | Cum | 304.00 |
| 17.5 | Filling Annular Space Around Footing in Rock (Lean cement concrete 1:3:6 nominal mix. Rate may be taken as per items 12.4.) | Cum | 4,946.00 |
| 17.6 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification | Cum | 1,338.00 |
| 17.7 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) | Cum | 4,946.00 |
| 17.8 | Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering, as per drawing and technical specifications | Cum | 6,203.00 |
| 17.9 (a) | Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical SpecificationSquare Rubble Coursed rubble masonry( first sort) | Cum | 4,073.00 |
| 17.9 (b) | Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical SpecificationRandom Rubble Masonry | Cum | 3,779.00 |
| 17.10 I A | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork — Without plasticiserPCC Grade M15 | Cum | 5,382.00 |
| 17.10 I B | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork — Without plasticiserPCC Grade M20 | Cum | 6,010.00 |
| 17.10 I C (i) | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork — Without plasticiser — RCC Grade M20Using concrete mixer | Cum | 6,194.00 |
| 17.10 I D (i) | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork — Without plasticiser — PCC Grade M25Using concrete Mixer | Cum | 6,437.00 |
| 17.10 I E (i) | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork — Without plasticiser — RCC Grade M25Using concrete Mixer | Cum | 6,626.00 |
| 17.10 I F (i) | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork — Without plasticiser — PCC Grade M30Using Concrete Mixer | Cum | 6,470.00 |
| 17.10 I F (ii) | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork — Without plasticiser — PCC Grade M30Using Batching Plant, Transit Mixer and Concrete Pump | Cum | 7,360.00 |
| 17.10 I G (i) | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork — Without plasticiser — RCC Grade M30Using Concrete Mixer | Cum | 6,637.00 |
| 17.10 I G (ii) | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork — Without plasticiser — RCC Grade M30Using Batching Plant, Transit Mixer and Concrete Pump | Cum | 7,530.00 |
| 17.10 I H (i) | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork — Without plasticiser — RCC Grade M35Using Concrete Mixer | Cum | 6,726.00 |
| 17.10 I H (ii) | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork — Without plasticiser — RCC Grade M35Using Batching Plant, Transit Mixer and Concrete Pump | Cum | 7,615.00 |
| 17.10 II A | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999PCC Grade M15 | Cum | 6,087.00 |
| 17.10 II B | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999PCC Grade M20 | Cum | 6,891.00 |
| 17.10 II C (i) | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — (I)RCC Grade M20Using concrete mixer | Cum | 7,083.00 |
| 17.10 II D (i) | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — PCC Grade M25Using concrete Mixer | Cum | 7,468.00 |
| 17.10 II E (i) | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — RCC Grade M25Using concrete Mixer | Cum | 7,666.00 |
| 17.10 II F (i) | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — PCC Grade M30Using Concrete Mixer | Cum | 7,513.00 |
| 17.10 II F (ii) | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — PCC Grade M30Using Batching Plant, Transit Mixer and Concrete Pump | Cum | 8,402.00 |
| 17.10 II G (i) | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — RCC Grade M30Using Concrete Mixer | Cum | 7,683.00 |
| 17.10 II G (ii) | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — RCC Grade M30Using Batching Plant, Transit Mixer and Concrete Pump | Cum | 8,576.00 |
| 17.10 II H (i) | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — RCC Grade M35Using Concrete Mixer | Cum | 7,807.00 |
| 17.10 II H (ii) | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — RCC Grade M35Using Batching Plant, Transit Mixer and Concrete Pump | Cum | 8,696.00 |
| 17.11 A | Providing and constructing temporary island 16 m diameter for construction of well foundation for 8m dia. WellAssuming depth of water 1.0 m and height of island to be 1.25m | Each | 48,507.00 |
| 17.11 B | Providing and constructing temporary island 16 m diameter for construction of well foundation for 8m dia. WellAssuming depth of water 4.0 m and height of island 4.5 m | Each | 6,91,436.00 |
| 17.11 C | Providing and constructing temporary island 16 m diameter for construction of well foundation for 8m dia. WellProviding and constructing one span service road to reach island location from one pier location to another pier location | Metre | 3,283.00 |
| 17.12 | Providing and laying cutting edge of mild steel weighing 40 kg per metre for well foundation complete as per drawing and technical specification | Tonne | 1,01,742.00 |
| 17.13 (N) A (i) Case I | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — Without plasticiser — Well curb — RCC M20 GradeUsing concrete mixer | Cum | 7,147.00 |
| 17.13 (N) A (ii) Case I | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — Without plasticiser — Well curb — RCC M25 GradeUsing concrete mixer | Cum | 7,665.00 |
| 17.13 (N) A (iii) Case I | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — Without plasticiser — Well curb — RCC M30 GradeUsing concrete mixer | Cum | 7,696.00 |
| 17.13 (N) A (iv) Case I | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — Without plasticiser — Well curb — RCC M35 GradeUsing concrete mixer | Cum | 7,836.00 |
| 17.13 (N) B (I) | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — Without plasticiser — Well steiningPCC M15 Grade | Cum | 5,802.00 |
| 17.13 (N) B (ii) | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — Without plasticiser — Well steiningPCC M20 Grade | Cum | 6,357.00 |
| 17.13 (N) B (iii) Case I | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — Without plasticiser — Well steining — RCC M20 GradeUsing concrete mixer | Cum | 6,551.00 |
| 17.13 (N) B (iv) Case I | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — Without plasticiser — Well steining — PCC M25 GradeUsing concrete mixer | Cum | 6,825.00 |
| 17.13 (N) B (v) Case I | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — Without plasticiser — Well steining — RCC M25 GradeUsing concrete mixer | Cum | 7,026.00 |
| 17.13 (N) B (vi) Case I | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — Without plasticiser — Well steining — PCC M30 GradeUsing concrete mixer | Cum | 6,877.00 |
| 17.13 (N) B (vii) Case I | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — Without plasticiser — Well steining — RCC M30 GradeUsing concrete mixer | Cum | 7,054.00 |
| 17.13 (N) B (viii) Case I | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — Without plasticiser — Well steining — RCC M35 GradeUsing concrete mixer | Cum | 7,183.00 |
| 17.13 (N) B (ix) | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — Without plasticiser — Well steiningRCC M40 Grade (With Batching Plant, Transit Mixer and Concrete Pump) | Cum | 8,200.00 |
| 17.13 (N) C (i) Case I | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — Without plasticiser — Bottom Plug — PCC Grade M20Using Concrete Mixer | Cum | 6,421.00 |
| 17.13 (N) C (i) Case II | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — Without plasticiser — Bottom Plug — PCC Grade M20Using Batching Plant, Transit Mixer and Crane/concrete pump | Cum | 7,264.00 |
| 17.13 (N) C (ii) Case I | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — Without plasticiser — Bottom Plug — PCC Grade M25Using Concrete Mixer | Cum | 6,658.00 |
| 17.13 (N) C (ii) Case II | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — Without plasticiser — Bottom Plug — PCC Grade M25Using Batching Plant, Transit Mixer and Crane/concrete pump | Cum | 7,499.00 |
| 17.13 (N) C (iii) Case I | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — Without plasticiser — Bottom Plug — PCC Grade M30Using Concrete Mixer | Cum | 6,707.00 |
| 17.13 (N) C (iii) Case II | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — Without plasticiser — Bottom Plug — PCC Grade M30Using Batching Plant, Transit Mixer and Crane/concrete pump | Cum | 7,550.00 |
| 17.13 (N) C (iv) Case I | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — Without plasticiser — Bottom Plug — PCC Grade M35Using Concrete Mixer | Cum | 6,820.00 |
| 17.13 (N) C (iv) Case II | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — Without plasticiser — Bottom Plug — PCC Grade M35Using Batching Plant, Transit Mixer and Crane/concrete pump | Cum | 7,660.00 |
| 17.13 (N) D (I) Case I | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — Without plasticiser — Intermediate plug — Grade M20 PCCUsing Concrete Mixer | Cum | 6,135.00 |
| 17.13 (N) D (I) Case II | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — Without plasticiser — Intermediate plug — Grade M20 PCCUsing Batching Plant, Transit Mixer and Crane/concrete pump | Cum | 6,994.00 |
| 17.13 (N) D (ii) Case I | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — Without plasticiser — Intermediate plug — Grade M25 PCCUsing Concrete Mixer | Cum | 6,361.00 |
| 17.13 (N) D (ii) Case II | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — Without plasticiser — Intermediate plug — Grade M25 PCCUsing Batching Plant, Transit Mixer and Crane/concrete pump | Cum | 7,216.00 |
| 17.13 (N) D (iii) Case I | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — Without plasticiser — Intermediate plug — Grade M30 PCCUsing Concrete Mixer | Cum | 6,407.00 |
| 17.13 (N) D (iii) Case II | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — Without plasticiser — Intermediate plug — Grade M30 PCCUsing Batching Plant, Transit Mixer and Crane/concrete pump | Cum | 7,266.00 |
| 17.13 (N) E (i) Case I | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — Without plasticiser — Top plug — Grade M15 PCCUsing Concrete Mixer | Cum | 5,274.00 |
| 17.13 (N) E (ii) Case I | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — Without plasticiser — Top plug — Grade M20 PCCUsing Concrete Mixer | Cum | 5,779.00 |
| 17.13 (N) E (iii) Case I | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — Without plasticiser — Top plug — Grade M25 PCCUsing Concrete Mixer | Cum | 6,205.00 |
| 17.13 (N) E (iii) Case II | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — Without plasticiser — Top plug — Grade M25 PCCUsing Batching Plant, Transit Mixer and Crane/concrete pump | Cum | 7,235.00 |
| 17.13 (N) E (iv) Case I | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — Without plasticiser — Top plug — Grade M30 PCCUsing Concrete Mixer | Cum | 6,252.00 |
| 17.13 (N) E (iv) Case II | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — Without plasticiser — Top plug — Grade M30 PCCUsing Batching Plant, Transit Mixer and Crane/concrete pump | Cum | 7,134.00 |
| 17.13 (N) F (i) Case I | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — Without plasticiser — Well cap — RCC Grade M20Using concrete Mixer | Cum | 6,146.00 |
| 17.13 (N) F (i) Case II | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — Without plasticiser — Well cap — RCC Grade M20Using Batching Plant, Transit Mixer and Concrete Pump | Cum | 7,040.00 |
| 17.13 (N) F (ii) Case I | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — Without plasticiser — Well cap — RCC Grade M25Using concrete Mixer | Cum | 6,626.00 |
| 17.13 (N) F (ii) Case II | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — Without plasticiser — Well cap — RCC Grade M25Using Batching Plant, Transit Mixer and Concrete Pump | Cum | 7,521.00 |
| 17.13 (N) F (iii) Case I | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — Without plasticiser — Well cap — RCC Grade M30Using Concrete Mixer | Cum | 6,637.00 |
| 17.13 (N) F (iii) Case II | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — Without plasticiser — Well cap — RCC Grade M30Using Batching Plant, Transit Mixer and Concrete Pump | Cum | 7,529.00 |
| 17.13 (N) F (iv) Case I | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — Without plasticiser — Well cap — RCC Grade M35Using Concrete Mixer | Cum | 6,726.00 |
| 17.13 (N) F (iv) Case II | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — Without plasticiser — Well cap — RCC Grade M35Using Batching Plant, Transit Mixer and Concrete Pump | Cum | 7,615.00 |
| 17.13 (N) F (v) | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — Without plasticiser — Well capRCC M40 Grade | Cum | 7,718.00 |
| 17.13 (P) A (i) Case I | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — Well curb — RCC M20 GradeUsing concrete mixer | Cum | 8,070.00 |
| 17.13 (P) A (ii) Case I | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — Well curb — RCC M25 GradeUsing concrete mixer | Cum | 8,609.00 |
| 17.13 (P) A (iii) Case I | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — Well curb — RCC M30 GradeUsing concrete mixer | Cum | 8,647.00 |
| 17.13 (P) A (iv) Case I | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — Well curb — RCC M35 GradeUsing concrete mixer | Cum | 8,824.00 |
| 17.13 (P) B (I) | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — Well steiningPCC M15 Grade | Cum | 6,647.00 |
| 17.13 (P) B (ii) | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — Well steiningPCC M20 Grade | Cum | 7,203.00 |
| 17.13 (P) B (iii) Case I | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — Well steining — RCC M20 GradeUsing concrete mixer | Cum | 7,398.00 |
| 17.13 (P) B (iv) Case I | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — Well steining — PCC M25 GradeUsing concrete mixer | Cum | 7,683.00 |
| 17.13 (P) B (v) Case I | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — Well steining — RCC M25 GradeUsing concrete mixer | Cum | 7,891.00 |
| 17.13 (P) B (vi) Case I | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — Well steining — PCC M30 GradeUsing concrete mixer | Cum | 7,746.00 |
| 17.13 (P) B (vii) Case I | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — Well steining — RCC M30 GradeUsing concrete mixer | Cum | 7,926.00 |
| 17.13 (P) B (viii) Case I | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — Well steining — RCC M35 GradeUsing concrete mixer | Cum | 8,088.00 |
| 17.13 (P) B (ix) | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — Well steiningRCC M40 Grade | Cum | 9,376.00 |
| 17.13 (P) C (i) Case I | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — Bottom Plug — PCC Grade M20Using Concrete Mixer | Cum | 7,378.00 |
| 17.13 (P) C (i) Case II | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — Bottom Plug — PCC Grade M20Using Batching Plant, Transit Mixer and Crane/concrete pump | Cum | 8,221.00 |
| 17.13 (P) C (ii) Case I | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — Bottom Plug — PCC Grade M25Using Concrete Mixer | Cum | 7,701.00 |
| 17.13 (P) C (ii) Case II | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — Bottom Plug — PCC Grade M25Using Batching Plant, Transit Mixer and Crane/concrete pump | Cum | 8,540.00 |
| 17.13 (P) C (iii) Case I | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — Bottom Plug — PCC Grade M30Using Concrete Mixer | Cum | 7,765.00 |
| 17.13 (P) C (iii) Case II | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — Bottom Plug — PCC Grade M30Using Batching Plant, Transit Mixer and Crane/concrete pump | Cum | 8,608.00 |
| 17.13 (P) C (iv) Case I | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — Bottom Plug — PCC Grade M35Using Concrete Mixer | Cum | 7,915.00 |
| 17.13 (P) C (iv) Case II | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — Bottom Plug — PCC Grade M35Using Batching Plant, Transit Mixer and Crane/concrete pump | Cum | 8,754.00 |
| 17.13 (P) D (I) Case I | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — Intermediate plug — Grade M20 PCCUsing Concrete Mixer | Cum | 6,850.00 |
| 17.13 (P) D (I) Case II | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — Intermediate plug — Grade M20 PCCUsing Batching Plant, Transit Mixer and Crane/concrete pump | Cum | 7,709.00 |
| 17.13 (P) D (ii) Case I | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — Intermediate plug — Grade M25 PCCUsing Concrete Mixer | Cum | 7,139.00 |
| 17.13 (P) D (ii) Case II | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — Intermediate plug — Grade M25 PCCUsing Batching Plant, Transit Mixer and Crane/concrete pump | Cum | 7,994.00 |
| 17.13 (P) D (iii) Case I | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — Intermediate plug — Grade M30 PCCUsing Concrete Mixer | Cum | 7,197.00 |
| 17.13 (P) D (iii) Case II | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — Intermediate plug — Grade M30 PCCUsing Batching Plant, Transit Mixer and Crane/concrete pump | Cum | 8,077.00 |
| 17.13 (P) E (i) Case I | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — Top plug — Grade M15 PCCUsing Concrete Mixer | Cum | 6,043.00 |
| 17.13 (P) E (ii) Case I | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — Top plug — Grade M20 PCCUsing Concrete Mixer | Cum | 6,549.00 |
| 17.13 (P) E (iii) Case I | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — Top plug — Grade M25 PCCUsing Concrete Mixer | Cum | 6,984.00 |
| 17.13 (P) E (iii) Case II | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — Top plug — Grade M25 PCCUsing Batching Plant, Transit Mixer and Crane/concrete pump | Cum | 7,871.00 |
| 17.13 (P) E (iv) Case I | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — Top plug — Grade M30 PCCUsing Concrete Mixer | Cum | 7,042.00 |
| 17.13 (P) E (iv) Case II | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — Top plug — Grade M30 PCCUsing Batching Plant, Transit Mixer and Crane/concrete pump | Cum | 7,923.00 |
| 17.13 (P) F (i) Case I | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — Well cap — RCC Grade M20Using concrete Mixer | Cum | 7,020.00 |
| 17.13 (P) F (i) Case II | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — Well cap — RCC Grade M20Using Batching Plant, Transit Mixer and Concrete Pump | Cum | 7,914.00 |
| 17.13 (P) F (ii) Case I | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — Well cap — RCC Grade M25Using concrete Mixer | Cum | 7,666.00 |
| 17.13 (P) F (ii) Case II | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — Well cap — RCC Grade M25Using Batching Plant, Transit Mixer and Concrete Pump | Cum | 8,562.00 |
| 17.13 (P) F (iii) Case I | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — Well cap — RCC Grade M30Using Concrete Mixer | Cum | 7,683.00 |
| 17.13 (P) F (iii) Case II | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — Well cap — RCC Grade M30Using Batching Plant, Transit Mixer and Concrete Pump | Cum | 8,575.00 |
| 17.13 (P) F (iv) Case I | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — Well cap — RCC Grade M35Using Concrete Mixer | Cum | 7,807.00 |
| 17.13 (P) F (iv) Case II | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — Well cap — RCC Grade M35Using Batching Plant, Transit Mixer and Concrete Pump | Cum | 8,696.00 |
| 17.13 (P) F (v) | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — Well capRCC M40 Grade Using Batching Plant, Transit Mixer and Concrete Pump | Cum | 8,832.00 |
| 17.14 A (i) | Sinking of 6 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewedfrom bed level — Sandy soilDepth below bed level upto 3.0 M | Metre | 4,460.00 |
| 17.14 A (ii) | Sinking of 6 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewedfrom bed level — Sandy soilBeyond 3m upto 10m depth | Metre | 6,364.00 |
| 17.14 A (iii) | Sinking of 6 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewedfrom bed level — Sandy soilBeyond 10m upto 20m | Metre | 8,404.00 |
| 17.14 A (iv) b | Sinking of 6 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewedfrom bed level — Sandy soil — Beyond 20m upto 30 mFor sinking including kentledge | Metre | 18,917.00 |
| 17.14 A (v) b | Sinking of 6 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewedfrom bed level — Sandy soil — Beyond 30m upto 40 mFor sinking including kentledge | Metre | 44,947.00 |
| 17.14 B (i) | Sinking of 6 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewedfrom bed level — Clayey soil ( 6m dia. Well)Depth below bed level upto 3.0 M | Metre | 6,388.00 |
| 17.14 B (ii) | Sinking of 6 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewedfrom bed level — Clayey soil ( 6m dia. Well)Beyond 3m upto 10m depth | Metre | 13,531.00 |
| 17.14 B (iii) b | Sinking of 6 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewedfrom bed level — Clayey soil ( 6m dia. Well) — Beyond 10 m upto 20 mFor sinking including kentledge | Metre | 18,764.00 |
| 17.14 B (iv) b | Sinking of 6 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewedfrom bed level — Clayey soil ( 6m dia. Well) — Beyond 20m upto 30 mFor sinking including kentledge | Metre | 41,901.00 |
| 17.14 B (iv) c | Sinking of 6 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewedfrom bed level — Clayey soil ( 6m dia. Well) — Beyond 20m upto 30 mFor sinking including kentledge & dewatering if required | Metre | 43,996.00 |
| 17.14 B (v) b | Sinking of 6 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewedfrom bed level — Clayey soil ( 6m dia. Well) — Beyond 30m upto 40 mFor sinking including kentledge | Metre | 95,568.00 |
| 17.14 B (v) c | Sinking of 6 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewedfrom bed level — Clayey soil ( 6m dia. Well) — Beyond 30m upto 40 mFor sinking including kentledge & dewatering if required | Metre | 1,00,346.00 |
| 17.14 C (i) | Sinking of 6 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewedfrom bed level — Soft rock (6m dia well)Depth of soft rock strata upto 3m | Metre | 18,305.00 |
| 17.14 D (i) | Sinking of 6 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewedfrom bed level — Hard rock (6m dia well)Depth of soft rock strata upto 3m | Metre | 19,443.00 |
| 17.15 A (i) | Sinking of 7 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Sandy soilDepth below bed level upto 3.0 M | Metre | 6,702.00 |
| 17.15 A (ii) | Sinking of 7 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Sandy soilBeyond 3m upto 10m depth | Metre | 9,056.00 |
| 17.15 A (iii) | Sinking of 7 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Sandy soilBeyond 10m upto 20m | Metre | 11,959.00 |
| 17.15 A (iv) b | Sinking of 7 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Sandy soil — Beyond 20m upto 30 mFor sinking including kentledge | Metre | 26,917.00 |
| 17.15 A (v) b | Sinking of 7 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Sandy soil — Beyond 30m upto 40 mFor sinking including kentledge | Metre | 63,950.00 |
| 17.15 B (I) | Sinking of 7 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Clayey soil ( 7m dia. Well)Depth below bed level upto 3.0 M | Metre | 9,056.00 |
| 17.15 B (ii) | Sinking of 7 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Clayey soil ( 7m dia. Well)Beyond 3m upto 10m depth | Metre | 13,313.00 |
| 17.15 B (iii) b | Sinking of 7 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Clayey soil ( 7m dia. Well) — Beyond 10 m upto 20 mFor sinking including dewatering, if required., if required | Metre | 18,462.00 |
| 17.15 B (iv) b | Sinking of 7 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Clayey soil ( 7m dia. Well) — Beyond 20m upto 30 mFor sinking including kentledge | Metre | 41,229.00 |
| 17.15 B (iv) c | Sinking of 7 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Clayey soil ( 7m dia. Well) — Beyond 20m upto 30 mFor sinking including kentledge & dewatering, if required | Metre | 43,291.00 |
| 17.15 B (v) c | Sinking of 7 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Clayey soil ( 7m dia. Well) — Beyond 30m upto 40 mFor sinking including kentledge & dewatering, if required | Metre | 98,740.00 |
| 17.15 C (i) | Sinking of 7 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Soft rock ( 7m dia well)Depth of soft rock strata upto 3m | Metre | 15,620.00 |
| 17.15 D (i) | Sinking of 7 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Hard rock ( 7m dia well)Depth upto 3 m | Metre | 22,364.00 |
| 17.16 A (i) | Sinking of 8 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Sandy soilDepth below bed level upto 3.0 M | Metre | 8,267.00 |
| 17.16 A (ii) | Sinking of 8 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Sandy soilBeyond 3m upto 10m depth | Metre | 10,190.00 |
| 17.16 A (iii) | Sinking of 8 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Sandy soilBeyond 10m upto 20m | Metre | 13,458.00 |
| 17.16 A (iv) b | Sinking of 8 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Sandy soil — Beyond 20m upto 30 mFor sinking including kentledge | Metre | 30,293.00 |
| 17.16 A (v) b | Sinking of 8 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Sandy soil — Beyond 30m upto 40 mFor sinking including kentledge | Metre | 71,972.00 |
| 17.16 B (i) | Sinking of 8 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Clayey soil ( 8m dia. Well)Depth upto 3.0 M | Metre | 11,084.00 |
| 17.16 B (ii) | Sinking of 8 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Clayey soil ( 8m dia. Well)Beyond 3m upto 10m depth | Metre | 13,868.00 |
| 17.16 B (iii) b | Sinking of 8 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Clayey soil ( 8m dia. Well) — Beyond 10 m upto 20 mAdding for dewatering @ 5% of cost, if required | Metre | 19,230.00 |
| 17.16 B (iv) b | Sinking of 8 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Clayey soil ( 8m dia. Well) — Beyond 20m upto 30 mFor sinking including kentledge | Metre | 42,943.00 |
| 17.16 B (iv) c | Sinking of 8 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Clayey soil ( 8m dia. Well) — Beyond 20m upto 30 mFor sinking including kentledge & dewatering, if required | Metre | 45,090.00 |
| 17.16 B (v) b | Sinking of 8 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Clayey soil ( 8m dia. Well) — Beyond 30m upto 40 mFor sinking including kentledge | Metre | 97,947.00 |
| 17.16 B (v) c | Sinking of 8 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Clayey soil ( 8m dia. Well) — Beyond 30m upto 40 mFor sinking including kentledge & dewatering, if required | Metre | 1,02,844.00 |
| 17.16 C (i) | Sinking of 8 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Soft rock ( 8m dia well)Depth in soft rock strata upto 3m | Metre | 17,470.00 |
| 17.16 D (i) | Sinking of 8 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Hard rock ( 8m dia well)Depth in hard rock strata upto 3 m | Metre | 22,655.00 |
| 17.17 A (i) | Sinking of 9 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Sandy soilDepth below bed level upto 3.0 M | Metre | 8,368.00 |
| 17.17 A (ii) | Sinking of 9 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Sandy soilBeyond 3m upto 10m depth | Metre | 11,180.00 |
| 17.17 A (iii) | Sinking of 9 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Sandy soilBeyond 10m upto 20m | Metre | 14,765.00 |
| 17.17 A (iv) b | Sinking of 9 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Sandy soil — Beyond 20m upto 30 mAdding 20% of cost for Kentledge including supports, loading arrangement and Labour | Metre | 33,234.00 |
| 17.17 A (v) b | Sinking of 9 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Sandy soil — Beyond 30m upto 40 mFor sinking including kentledge | Metre | 78,961.00 |
| 17.17 B (i) | Sinking of 9 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Clayey soil ( 9m dia. Well)Depth below bed level upto 3.0 M | Metre | 11,704.00 |
| 17.17 B (ii) | Sinking of 9 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Clayey soil ( 9m dia. Well)Beyond 3m upto 10m depth | Metre | 14,953.00 |
| 17.17 B (iii) b | Sinking of 9 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Clayey soil ( 9m dia. Well) — Beyond 10 m upto 20 mFor sinking including dewatering, if required | Metre | 20,736.00 |
| 17.17 B (iv) b | Sinking of 9 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Clayey soil ( 9m dia. Well) — Beyond 20m upto 30 mFor sinking including kentledge | Metre | 46,306.00 |
| 17.17 B (iv) c | Sinking of 9 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Clayey soil ( 9m dia. Well) — Beyond 20m upto 30 mFor sinking including kentledge & dewatering, if required | Metre | 48,621.00 |
| 17.17 B (v) b | Sinking of 9 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Clayey soil ( 9m dia. Well) — Beyond 30m upto 40 mFor sinking including kentledge | Metre | 1,05,615.00 |
| 17.17 B (v) c | Sinking of 9 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Clayey soil ( 9m dia. Well) — Beyond 30m upto 40 mFor sinking including kentledge & dewatering, if required | Metre | 1,10,896.00 |
| 17.17 C (i) | Sinking of 9 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Soft rock ( 9m dia well)Depth upto 3m | Metre | 21,001.00 |
| 17.17 D (i) | Sinking of 9 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Hard rock ( 9m dia well)Depth of hard rock strata upto 3 m | Metre | 26,013.00 |
| 17.18 A (i) | Sinking of 10 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Sandy soilDepth below bed level upto 3.0 M | Metre | 10,046.00 |
| 17.18 A (ii) | Sinking of 10 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Sandy soilBeyond 3m upto 10m depth | Metre | 11,810.00 |
| 17.18 A (iii) | Sinking of 10 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Sandy soilBeyond 10m upto 20m | Metre | 15,597.00 |
| 17.18 A (iv) b | Sinking of 10 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Sandy soil — Beyond 20m upto 30 mFor sinking including kentledge | Metre | 35,107.00 |
| 17.18 A (v) b | Sinking of 10 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Sandy soil — Beyond 30m upto 40 mAdding 20% of cost for Kentledge including supports, loading arrangement and Labour etc | Metre | 83,409.00 |
| 17.18 B (i) | Sinking of 10 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Clayey soil (10m dia. Well)Depth below bed level upto 3.0 M | Metre | 12,895.00 |
| 17.18 B (ii) | Sinking of 10 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Clayey soil (10m dia. Well)Beyond 3m upto 10m depth | Metre | 14,719.00 |
| 17.18 B (iii) b | Sinking of 10 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Clayey soil (10m dia. Well) — Beyond 10 m upto 20 mAdding for dewatering @ 5% of cost, if required | Metre | 20,411.00 |
| 17.18 B (iv) b | Sinking of 10 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Clayey soil (10m dia. Well) — Beyond 20m upto 30 mFor sinking including kentledge | Metre | 45,578.00 |
| 17.18 B (iv) c | Sinking of 10 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Clayey soil (10m dia. Well) — Beyond 20m upto 30 mFor sinking including kentledge & dewatering, if required | Metre | 47,857.00 |
| 17.18 B (v) c | Sinking of 10 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Clayey soil (10m dia. Well) — Beyond 30m upto 40 mFor sinking including kentledge & dewatering, if required | Metre | 1,09,155.00 |
| 17.18 C (i) | Sinking of 10 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Soft rock (10m dia well)Depth of soft rock strata upto 3m | Metre | 22,428.00 |
| 17.18 D (i) | Sinking of 10 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Hard rock (10m dia well)Depth of hard rock strata upto 3 m | Metre | 29,684.00 |
| 17.19 A (i) | Sinking of 11 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Sandy soilDepth from bed level upto 3.0 M | Metre | 23,103.00 |
| 17.19 A (ii) | Sinking of 11 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Sandy soilBeyond 3m upto 10m depth | Metre | 18,301.00 |
| 17.19 A (iii) | Sinking of 11 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Sandy soilBeyond 10m upto 20m | Metre | 24,170.00 |
| 17.19 A (iv) b | Sinking of 11 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Sandy soil — Beyond 20m upto 30 mFor sinking including kentledge | Metre | 54,407.00 |
| 17.19 A (v) b | Sinking of 11 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Sandy soil — Beyond 30m upto 40 mFor sinking including kentledge | Metre | 1,29,265.00 |
| 17.19 B (i) | Sinking of 11 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Clayey soil (11 m dia. Well)Depth from bed level upto 3.0 M | Metre | 21,494.00 |
| 17.19 B (ii) | Sinking of 11 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Clayey soil (11 m dia. Well)Beyond 3m upto 10m depth | Metre | 30,329.00 |
| 17.19 B (iii) b | Sinking of 11 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Clayey soil (11 m dia. Well) — Beyond 10 m upto 20 mFor sinking including dewatering, if required | Metre | 42,056.00 |
| 17.19 B (iv) b | Sinking of 11 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Clayey soil (11 m dia. Well) — Beyond 20m upto 30 mFor sinking including kentledge | Metre | 93,911.00 |
| 17.19 B (iv) c | Sinking of 11 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Clayey soil (11 m dia. Well) — Beyond 20m upto 30 mFor sinking including kentledge & dewatering, if required | Metre | 98,607.00 |
| 17.19 B (v) b | Sinking of 11 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Clayey soil (11 m dia. Well) — Beyond 30m upto 40 mFor sinking including kentledge | Metre | 2,14,196.00 |
| 17.19 B (v) c | Sinking of 11 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Clayey soil (11 m dia. Well) — Beyond 30m upto 40 mFor sinking including kentledge & dewatering, if required | Metre | 2,24,906.00 |
| 17.19 C (i) | Sinking of 11 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Soft rock (11m dia well)Depth of soft rock strata upto 3m | Metre | 50,326.00 |
| 17.19 D (i) | Sinking of 11 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Hard rock (11m dia well)Depth of hard rock upto 3 m | Metre | 66,431.00 |
| 17.20 A (i) | Sinking of 12 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Sandy soilI) Depth below bed level upto 3.0 M | Metre | 47,780.00 |
| 17.20 A (ii) | Sinking of 12 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Sandy soilBeyond 3m upto 10m depth | Metre | 53,814.00 |
| 17.20 A (iii) | Sinking of 12 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Sandy soilBeyond 10m upto 20m | Metre | 71,071.00 |
| 17.20 A (iv) b | Sinking of 12 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Sandy soil — Beyond 20m upto 30 mFor sinking including kentledge | Metre | 1,59,972.00 |
| 17.20 A (v) b | Sinking of 12 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Sandy soil — Beyond 30m upto 40 mFor sinking including kentledge | Metre | 3,80,068.00 |
| 17.20 B (i) | Sinking of 12 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Clayey soil (12 m dia. Well)Depth below bed level upto 3.0 M | Metre | 52,679.00 |
| 17.20 B (ii) | Sinking of 12 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Clayey soil (12 m dia. Well)Beyond 3m upto 10m depth | Metre | 76,695.00 |
| 17.20 B (iii) b | Sinking of 12 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Clayey soil (12 m dia. Well) — Beyond 10 m upto 20 mFor sinking including dewatering, if required | Metre | 1,06,355.00 |
| 17.20 B (iv) b | Sinking of 12 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Clayey soil (12 m dia. Well) — Beyond 20m upto 30 mFor sinking including kentledge | Metre | 2,37,492.00 |
| 17.20 B (iv) c | Sinking of 12 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Clayey soil (12 m dia. Well) — Beyond 20m upto 30 mFor sinking including kentledge & dewatering, if required | Metre | 2,49,367.00 |
| 17.20 B (v) b | Sinking of 12 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Clayey soil (12 m dia. Well) — Beyond 30m upto 40 mFor sinking including kentledge | Metre | 5,41,677.00 |
| 17.20 B (v) c | Sinking of 12 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Clayey soil (12 m dia. Well) — Beyond 30m upto 40 mFor sinking including kentledge & dewatering | Metre | 5,68,761.00 |
| 17.20 C (i) | Sinking of 12 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Soft rock (12m dia well)Depth of soft rock strata upto 3m | Metre | 1,18,540.00 |
| 17.20 D (i) | Sinking of 12 m external diameter well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level — Hard rock (12m dia well)Depth of hard rock strata upto 3 m | Metre | 1,50,689.00 |
| 17.21 A (i) | Sinking of Twin D Type well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level — Sandy soilDepth from bed level upto 3.0 M | Metre | 10,811.00 |
| 17.21 A (ii) | Sinking of Twin D Type well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level — Sandy soilBeyond 3m upto 10m depth | Metre | 11,674.00 |
| 17.21 A (iii) | Sinking of Twin D Type well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level — Sandy soilBeyond 10m upto 20m | Metre | 15,419.00 |
| 17.21 A (iv) b | Sinking of Twin D Type well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level — Sandy soil — Beyond 20m upto 30 mFor sinking including kentledge | Metre | 34,705.00 |
| 17.21 A (v) b | Sinking of Twin D Type well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level — Sandy soil — Beyond 30m upto 40 mFor sinking including kentledge | Metre | 82,459.00 |
| 17.21 B (i) | Sinking of Twin D Type well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level — Clayey soil (Twin D Type Well)Depth below bed level upto 3.0 M | Metre | 12,719.00 |
| 17.21 B (ii) | Sinking of Twin D Type well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level — Clayey soil (Twin D Type Well)Beyond 3m upto 10m depth | Metre | 16,301.00 |
| 17.21 B (iii) b | Sinking of Twin D Type well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level — Clayey soil (Twin D Type Well) — Beyond 10 m upto 20 mFor sinking including dewatering, if required | Metre | 22,606.00 |
| 17.21 B (iv) b | Sinking of Twin D Type well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level — Clayey soil (Twin D Type Well) — Beyond 20m upto 30 mFor sinking including kentledge | Metre | 50,477.00 |
| 17.21 B (iv) c | Sinking of Twin D Type well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level — Clayey soil (Twin D Type Well) — Beyond 20m upto 30 mFor sinking including kentledge & dewatering, if required | Metre | 53,001.00 |
| 17.21 B (v) b | Sinking of Twin D Type well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level — Clayey soil (Twin D Type Well) — Beyond 30m upto 40 mFor sinking including kentledge | Metre | 1,15,131.00 |
| 17.21 B (v) c | Sinking of Twin D Type well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level — Clayey soil (Twin D Type Well) — Beyond 30m upto 40 mFor sinking including kentledge & dewatering, if required | Metre | 1,20,887.00 |
| 17.21 C (i) | Sinking of Twin D Type well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level — Soft rock (Twin D Type well)Depth of soft rock strata upto 3m | Metre | 25,229.00 |
| 17.21 D (i) | Sinking of Twin D Type well ( other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level — Hard rock (Twin D Type well)Depth of hard rock strata upto 3 m | Metre | 32,000.00 |
| 17.23 | Sand filling in wells complete as per drawing and technical specifications | Cum | 1,338.00 |
| 17.24 | Providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing | Tonne | 92,294.00 |
| 17.25 | Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-750 mm) | Metre | 6,076.00 |
| 17.26 | Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. including providing plasticiser (Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( asterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999 (Pile diameter-750 mm) | Metre | 6,455.00 |
| 17.27 | Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1000 mm) | Metre | 10,173.00 |
| 17.28 | Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. including providing plasticiser (Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999) (Pile diameter-1000 mm) | Metre | 10,846.00 |
| 17.29 | Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200 mm) | Metre | 13,383.00 |
| 17.30 | Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. including providing plasticiser (Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 (Pile diameter-1200 mm) | Metre | 14,352.00 |
| 17.31 | Driven cast-in-place vertical M35 grade R.C.C. pile excluding reinforcement complete as per drawing and & Technical Specification (Pile diameter - 750 mm) | Metre | 4,293.00 |
| 17.32 | Driven cast-in-place vertical M35 grade R.C.C. pile excluding reinforcement complete as per drawing and & Technical Specification including providing plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 (Pile diameter - 750 mm) | Metre | 4,672.00 |
| 17.33 | Driven cast-in-place vertical M35 grade R.C.C. piles excluding reinforcement complete as per drawing and & Technical Specification (Pile diameter - 1000 mm) | Metre | 7,246.00 |
| 17.34 | Driven cast-in-place vertical M35 grade R.C.C. piles excluding reinforcement complete as per drawing and & Technical Specification including providing plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 (Pile diameter - 1000 mm) | Metre | 7,920.00 |
| 17.35 | Driven cast-in-place vertical M35 grade R.C.C. piles excluding reinforcement complete as per drawing and & Technical Specification (Pile diameter - 1200 mm) | Metre | 10,508.00 |
| 17.36 | Driven cast-in-place vertical M35 grade R.C.C. piles excluding reinforcement complete as per drawing and & Technical Specification including providing plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 (Pile diameter - 1200 mm) | Metre | 11,478.00 |
| 17.38 A (i) | Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification — RCC Grade M20Using Concrete Mixer | Cum | 6,146.00 |
| 17.38 A (ii) | Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification — RCC Grade M20Using Batching Plant, Transit Mixer and Concrete Pump | Cum | 5,972.00 |
| 17.38 B (i) | Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification — RCC Grade M25Using concrete mixer | Cum | 6,610.00 |
| 17.38 B (ii) | Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification — RCC Grade M25Using Batching Plant, Transit Mixer and Concrete Pump | Cum | 6,450.00 |
| 17.38 C (i) | Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification — RCC Grade M30Using concrete mixer | Cum | 6,669.00 |
| 17.38 C (ii) | Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification — RCC Grade M30Using Batching Plant, Transit Mixer and Concrete Pump | Cum | 6,495.00 |
| 17.38 D (i) | Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification — RCC Grade M35Using concrete mixer | Cum | 6,791.00 |
| 17.38 D (ii) | Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification — RCC Grade M35Using Batching Plant, Transit Mixer and Concrete Pump | Cum | 6,631.00 |
| 17.39 A (i) | Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification including providing plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103- 1999 — RCC Grade M20Using Concrete Mixer | Cum | 6,832.00 |
| 17.39 A (ii) | Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification including providing plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103- 1999 — RCC Grade M20Using Batching Plant, Transit Mixer and Concrete Pump | Cum | 6,659.00 |
| 17.39 B (i) | Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification including providing plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103- 1999 — RCC Grade M25Using concrete mixer | Cum | 7,420.00 |
| 17.39 B (ii) | Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification including providing plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103- 1999 — RCC Grade M25Using Batching Plant, Transit Mixer and Concrete Pump | Cum | 7,260.00 |
| 17.39 C (i) | Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification including providing plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103- 1999 — RCC Grade M30Using concrete mixer | Cum | 7,493.00 |
| 17.39 C (ii) | Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification including providing plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103- 1999 — RCC Grade M30Using Batching Plant, Transit Mixer and Concrete Pump | Cum | 7,320.00 |
| 17.39 D (i) | Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification including providing plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103- 1999 — RCC Grade M35Using concrete mixer | Cum | 7,647.00 |
| 17.39 D (ii) | Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification including providing plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103- 1999 — RCC Grade M35Using Batching Plant, Transit Mixer and Concrete Pump | Cum | 7,487.00 |
| 17.40 | Levelling course for Pile cap | Cum | 5,152.00 |
| 17.41 (a) | Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specificationsTMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) | Tonne | 56,744.00 |
| 17.42 | Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and technical specifications | Cum | 7,280.00 |
| 17.43 | Pointing with cement mortar (1:3) on brick work in substructure as per Technical specifications | Sqm | 66.00 |
| 17.44 | Plastering with cement mortar (1:3) on brick work in sub-structure as per Technical specifications | Sqm | 128.00 |
| 17.45 A | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical SpecificationsRandom Rubble Masonry | Cum | 3,803.00 |
| 17.45 B | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical SpecificationsCoursed rubble masonry (first sort) | Cum | 3,999.00 |
| 17.45 C | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical SpecificationsAshlar masonry ( first sort) | Cum | 5,380.00 |
| 17.46 (N) A | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork — Without plasticiserPCC Grade M15 | Cum | 5,802.00 |
| 17.46 (N) B | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork — Without plasticiser Height upto 5mPCC Grade M20 | Cum | 6,357.00 |
| 17.46 (N) C a Case I | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork — Without plasticiser Height upto 5m Height upto 5m — PCC Grade M25 — Height upto 5mUsing concrete Mixer | Cum | 6,825.00 |
| 17.46 (N) C b Case I | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork — Without plasticiser Height upto 5m Height upto 5m — PCC Grade M25 — Height 5m to 10mUsing concrete Mixer | Cum | 7,074.00 |
| 17.46 (N) C c Case I | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork — Without plasticiser Height upto 5m Height upto 5m — PCC Grade M25 — Height above 10mUsing concrete Mixer | Cum | 7,384.00 |
| 17.46 (N) D a Case I | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork — Without plasticiser Height upto 5m Height upto 5m — PCC Grade M30 — Height upto 5mUsing concrete Mixer | Cum | 6,877.00 |
| 17.46 (N) D b Case I | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork — Without plasticiser Height upto 5m Height upto 5m — PCC Grade M30 — Height 5m to 10mUsing concrete Mixer | Cum | 7,127.00 |
| 17.46 (N) D c Case I | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork — Without plasticiser Height upto 5m Height upto 5m — PCC Grade M30 — Height above 10mUsing concrete Mixer | Cum | 7,440.00 |
| 17.46 (N) E a Case I | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork — Without plasticiser Height upto 5m Height upto 5m — RCC Grade M20 — Height upto 5mUsing concrete Mixer | Cum | 6,551.00 |
| 17.46 (N) E b Case I | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork — Without plasticiser Height upto 5m Height upto 5m — RCC Grade M20 — Height 5m to 10mUsing concrete Mixer | Cum | 6,789.00 |
| 17.46 (N) E c Case I | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork — Without plasticiser Height upto 5m Height upto 5m — RCC Grade M20 — Height above 10mUsing concrete Mixer | Cum | 7,087.00 |
| 17.46 (N) F a Case I | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork — Without plasticiser Height upto 5m Height upto 5m — RCC Grade M25 — Height upto 5mUsing concrete Mixer | Cum | 7,026.00 |
| 17.46 (N) F b Case I | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork — Without plasticiser Height upto 5m Height upto 5m — RCC Grade M25 — Height 5m to 10mUsing concrete Mixer | Cum | 7,026.00 |
| 17.46 (N) F c Case I | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork — Without plasticiser Height upto 5m Height upto 5m — RCC Grade M25 — Height above 10mUsing concrete Mixer | Cum | 7,601.00 |
| 17.46 (N) G a Case I | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork — Without plasticiser Height upto 5m Height upto 5m — RCC Grade M30 — Height upto 5mUsing concrete Mixer | Cum | 7,054.00 |
| 17.46 (N) G b Case I | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork — Without plasticiser Height upto 5m Height upto 5m — RCC Grade M30 — Height 5m to 10mUsing concrete Mixer | Cum | 7,253.00 |
| 17.46 (N) G c Case I | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork — Without plasticiser Height upto 5m Height upto 5m — RCC Grade M30 — Height above 10mUsing concrete Mixer | Cum | 7,599.00 |
| 17.46 (N) H a Case I | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork — Without plasticiser Height upto 5m Height upto 5m — RCC Grade M35 — Height upto 5mUsing concrete Mixer | Cum | 7,183.00 |
| 17.46 (N) H b Case I | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork — Without plasticiser Height upto 5m Height upto 5m — RCC Grade M35 — Height 5m to 10mUsing concrete Mixer | Cum | 7,340.00 |
| 17.46 (N) H c Case I | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork — Without plasticiser Height upto 5m Height upto 5m — RCC Grade M35 — Height above 10mUsing concrete Mixer | Cum | 7,575.00 |
| 17.46 (P) A | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — PCC Grade M15Height upto 5m | Cum | 6,647.00 |
| 17.46 (P) B | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — PCC Grade M20Height upto 5m | Cum | 7,203.00 |
| 17.46 (P) C a Case I | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — PCC Grade M25 — Height upto 5mUsing concrete Mixer | Cum | 7,683.00 |
| 17.46 (P) C b Case I | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — PCC Grade M25 — Height 5m to 10mUsing concrete Mixer | Cum | 7,962.00 |
| 17.46 (P) C c Case I | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — PCC Grade M25 — Height above 10mUsing concrete Mixer | Cum | 8,311.00 |
| 17.46 (P) D a Case I | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — PCC Grade M30 — Height upto 5mUsing concrete Mixer | Cum | 7,746.00 |
| 17.46 (P) D b Case I | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — PCC Grade M30 — Height 5m to 10mUsing concrete Mixer | Cum | 8,028.00 |
| 17.46 (P) D c Case I | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — PCC Grade M30 — Height above 10mUsing concrete Mixer | Cum | 8,380.00 |
| 17.46 (P) E a Case I | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — RCC Grade M20 — Height upto 5mUsing concrete Mixer | Cum | 7,398.00 |
| 17.46 (P) E b Case I | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — RCC Grade M20 — Height 5m to 10mUsing concrete Mixer | Cum | 7,667.00 |
| 17.46 (P) E c Case I | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — RCC Grade M20 — Height above 10mUsing concrete Mixer | Cum | 8,003.00 |
| 17.46 (P) F a Case I | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — RCC Grade M25 — Height upto 5mUsing concrete Mixer | Cum | 7,891.00 |
| 17.46 (P) F b Case I | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — RCC Grade M25 — Height 5m to 10mUsing concrete Mixer | Cum | 8,150.00 |
| 17.46 (P) F c Case I | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — RCC Grade M25 — Height above 10mUsing concrete Mixer | Cum | 8,537.00 |
| 17.46 (P) G a Case I | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — RCC Grade M30 — Height upto 5mUsing concrete Mixer | Cum | 7,926.00 |
| 17.46 (P) G b Case I | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — RCC Grade M30 — Height 5m to 10mUsing concrete Mixer | Cum | 8,149.00 |
| 17.46 (P) G c Case I | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — RCC Grade M30 — Height above 10mUsing concrete Mixer | Cum | 8,467.00 |
| 17.46 (P) H a Case I | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — RCC Grade M35 — Height upto 5mUsing concrete Mixer | Cum | 8,088.00 |
| 17.46 (P) H b Case I | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — RCC Grade M35 — Height 5m to 10mUsing concrete Mixer | Cum | 8,265.00 |
| 17.46 (P) H c Case I | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — RCC Grade M35 — Height above 10mUsing concrete Mixer | Cum | 8,530.00 |
| 17.47 (a) | Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specificationsTMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) | Tonne | 56,880.00 |
| 17.49 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical specification | Each | 182.00 |
| 17.50 A | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specificationGranular material | Cum | 1,326.00 |
| 17.50 B | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specificationSandy material | Cum | 1,326.00 |
| 17.51 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification | Cum | 1,768.00 |
| 17.58 (N) A Case I (i) a | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — Without Plasticiser — RCC Grade M20 — Using Concrete Mixer — For solid slab super-structureHeight upto 5m | Cum | 7,091.00 |
| 17.58 (N) A Case I (i) b | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — Without Plasticiser — RCC Grade M20 — Using Concrete Mixer — For solid slab super-structureHeight 5m to 10m | Cum | 7,387.00 |
| 17.58 (N) A Case I (i) c | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — Without Plasticiser — RCC Grade M20 — Using Concrete Mixer — For solid slab super-structureHeight above 10m | Cum | 7,682.00 |
| 17.58 (N) A Case I (ii) a | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — Without Plasticiser — RCC Grade M20 — Using Concrete Mixer — For T-beam & slabHeight upto 5m | Cum | 7,387.00 |
| 17.58 (N) A Case I (ii) b | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — Without Plasticiser — RCC Grade M20 — Using Concrete Mixer — For T-beam & slabHeight 5m to 10m | Cum | 7,682.00 |
| 17.58 (N) A Case I (ii) c | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — Without Plasticiser — RCC Grade M20 — Using Concrete Mixer — For T-beam & slabHeight above 10m | Cum | 7,978.00 |
| 17.58 (N) A Case II (i) a | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — Without Plasticiser — RCC Grade M20 — Using Batching Plant, Transit Mixer and Concrete Pump — For solid slab super-structureHeight upto 5m | Cum | 8,124.00 |
| 17.58 (N) A Case II (i) b | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — Without Plasticiser — RCC Grade M20 — Using Batching Plant, Transit Mixer and Concrete Pump — For solid slab super-structureHeight 5m to 10m | Cum | 8,462.00 |
| 17.58 (N) A Case II (i) c | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — Without Plasticiser — RCC Grade M20 — Using Batching Plant, Transit Mixer and Concrete Pump — For solid slab super-structureHeight above 10m | Cum | 8,801.00 |
| 17.58 (N) A Case II (ii) a | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — Without Plasticiser — RCC Grade M20 — Using Batching Plant, Transit Mixer and Concrete Pump — For T-beam & slabHeight upto 5m | Cum | 8,462.00 |
| 17.58 (N) A Case II (ii) b | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — Without Plasticiser — RCC Grade M20 — Using Batching Plant, Transit Mixer and Concrete Pump — For T-beam & slabHeight 5m to 10m | Cum | 8,801.00 |
| 17.58 (N) A Case II (ii) c | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — Without Plasticiser — RCC Grade M20 — Using Batching Plant, Transit Mixer and Concrete Pump — For T-beam & slabHeight above 10m | Cum | 9,139.00 |
| 17.58 (N) B Case I (i) a | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — Without Plasticiser — RCC Grade M25 — Using Concrete Mixer — For solid slab super-structureHeight upto 5m | Cum | 7,627.00 |
| 17.58 (N) B Case I (i) b | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — Without Plasticiser — RCC Grade M25 — Using Concrete Mixer — For solid slab super-structureHeight 5m to 10m | Cum | 7,945.00 |
| 17.58 (N) B Case I (i) c | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — Without Plasticiser — RCC Grade M25 — Using Concrete Mixer — For solid slab super-structureHeight above 10m | Cum | 8,262.00 |
| 17.58 (N) B Case I (ii) a | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — Without Plasticiser — RCC Grade M25 — Using Concrete Mixer — For T-beam & slabHeight upto 5m | Cum | 7,945.00 |
| 17.58 (N) B Case I (ii) b | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — Without Plasticiser — RCC Grade M25 — Using Concrete Mixer — For T-beam & slabHeight 5m to 10m | Cum | 8,262.00 |
| 17.58 (N) B Case I (ii) c | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — Without Plasticiser — RCC Grade M25 — Using Concrete Mixer — For T-beam & slabHeight above 10m | Cum | 8,580.00 |
| 17.58 (N) B Case II (i) a | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — Without Plasticiser — RCC Grade M25 — Using Batching Plant, Transit Mixer and Concrete Pump — For solid slab super-structureHeight upto 5m | Cum | 8,667.00 |
| 17.58 (N) B Case II (i) b | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — Without Plasticiser — RCC Grade M25 — Using Batching Plant, Transit Mixer and Concrete Pump — For solid slab super-structureHeight 5m to 10m | Cum | 9,028.00 |
| 17.58 (N) B Case II (i) c | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — Without Plasticiser — RCC Grade M25 — Using Batching Plant, Transit Mixer and Concrete Pump — For solid slab super-structureHeight above 10m | Cum | 9,389.00 |
| 17.58 (N) B Case II (ii) a | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — Without Plasticiser — RCC Grade M25 — Using Batching Plant, Transit Mixer and Concrete Pump — For T-beam & slabHeight upto 5m | Cum | 9,028.00 |
| 17.58 (N) B Case II (ii) b | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — Without Plasticiser — RCC Grade M25 — Using Batching Plant, Transit Mixer and Concrete Pump — For T-beam & slabHeight 5m to 10m | Cum | 9,389.00 |
| 17.58 (N) B Case II (ii) c | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — Without Plasticiser — RCC Grade M25 — Using Batching Plant, Transit Mixer and Concrete Pump — For T-beam & slabHeight above 10m | Cum | 9,750.00 |
| 17.58 (N) C Case I (i) a | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — Without Plasticiser — RCC Grade M 30 — Using Concrete Mixer — For solid slab super-structureHeight upto 5m | Cum | 7,723.00 |
| 17.58 (N) C Case I (i) b | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — Without Plasticiser — RCC Grade M 30 — Using Concrete Mixer — For solid slab super-structureHeight 5m to 10m | Cum | 8,044.00 |
| 17.58 (N) C Case I (i) c | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — Without Plasticiser — RCC Grade M 30 — Using Concrete Mixer — For solid slab super-structureHeight above 10m | Cum | 8,366.00 |
| 17.58 (N) C Case I (ii) a | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — Without Plasticiser — RCC Grade M 30 — Using Concrete Mixer — For T-beam & slabHeight upto 5m | Cum | 8,044.00 |
| 17.58 (N) C Case I (ii) b | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — Without Plasticiser — RCC Grade M 30 — Using Concrete Mixer — For T-beam & slabHeight 5m to 10m | Cum | 8,366.00 |
| 17.58 (N) C Case I (ii) c | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — Without Plasticiser — RCC Grade M 30 — Using Concrete Mixer — For T-beam & slabHeight above 10m | Cum | 8,688.00 |
| 17.58 (N) C Case II (i) a | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — Without Plasticiser — RCC Grade M 30 — Using Batching Plant, Transit Mixer and Concrete Pump — For solid slab super-structureHeight upto 5m | Cum | 8,693.00 |
| 17.58 (N) C Case II (i) b | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — Without Plasticiser — RCC Grade M 30 — Using Batching Plant, Transit Mixer and Concrete Pump — For solid slab super-structureHeight 5m to 10m | Cum | 9,056.00 |
| 17.58 (N) C Case II (i) c | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — Without Plasticiser — RCC Grade M 30 — Using Batching Plant, Transit Mixer and Concrete Pump — For solid slab super-structureHeight above 10m | Cum | 9,418.00 |
| 17.58 (N) C Case II (ii) a | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — Without Plasticiser — RCC Grade M 30 — Using Batching Plant, Transit Mixer and Concrete Pump — For T-beam & slabHeight upto 5m | Cum | 9,056.00 |
| 17.58 (N) C Case II (ii) b | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — Without Plasticiser — RCC Grade M 30 — Using Batching Plant, Transit Mixer and Concrete Pump — For T-beam & slabHeight 5m to 10m | Cum | 9,418.00 |
| 17.58 (N) C Case II (ii) c | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — Without Plasticiser — RCC Grade M 30 — Using Batching Plant, Transit Mixer and Concrete Pump — For T-beam & slabHeight above 10m | Cum | 9,780.00 |
| 17.58 (N) E (iii) a | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — Without Plasticiser — PSC Grade M-40 Using concrete mixer — For box girder and balanced cantileverHeight upto 5m | Cum | 10,246.00 |
| 17.58 (N) E (iii) b | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — Without Plasticiser — PSC Grade M-40 Using concrete mixer — For box girder and balanced cantileverHeight 5m to 10m | Cum | 10,988.00 |
| 17.58 (N) E (iii) c | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — Without Plasticiser — PSC Grade M-40 Using concrete mixer — For box girder and balanced cantileverHeight above 10m | Cum | 11,731.00 |
| 17.58 (N) F (i) a | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — Without Plasticiser — PSC Grade M-45 — For solid slab/voided slab super-structureHeight upto 5m | Cum | 8,925.00 |
| 17.58 (N) F (i) b | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — Without Plasticiser — PSC Grade M-45 — For solid slab/voided slab super-structureHeight 5m to 10m | Cum | 9,309.00 |
| 17.58 (N) F (i) c | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — Without Plasticiser — PSC Grade M-45 — For solid slab/voided slab super-structureHeight above 10m | Cum | 9,694.00 |
| 17.58 (N) F (ii) a | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — Without Plasticiser — PSC Grade M-45 — For I-beam & slab including launching of precast girders by launching truss upto 40 m spanHeight upto 5m | Cum | 9,309.00 |
| 17.58 (N) F (ii) b | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — Without Plasticiser — PSC Grade M-45 — For I-beam & slab including launching of precast girders by launching truss upto 40 m spanHeight 5m to 10m | Cum | 9,694.00 |
| 17.58 (N) F (ii) c | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — Without Plasticiser — PSC Grade M-45 — For I-beam & slab including launching of precast girders by launching truss upto 40 m spanHeight above 10m | Cum | 10,079.00 |
| 17.58 (N) F (iii) a | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — Without Plasticiser — PSC Grade M-45 — For cast-in-situ box girder, segmental construction and balanced cantileverHeight upto 5m | Cum | 10,464.00 |
| 17.58 (N) F (iii) b | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — Without Plasticiser — PSC Grade M-45 — For cast-in-situ box girder, segmental construction and balanced cantileverHeight 5m to 10m | Cum | 11,233.00 |
| 17.58 (N) F (iii) c | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — Without Plasticiser — PSC Grade M-45 — For cast-in-situ box girder, segmental construction and balanced cantileverHeight above 10m | Cum | 12,002.00 |
| 17.58 (N) G (i) a | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — Without Plasticiser — PSC Grade M-50 — For cast-in-situ box girder, segmental construction and balanced cantileverHeight upto 5m | Cum | 10,646.00 |
| 17.58 (N) G (i) b | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — Without Plasticiser — PSC Grade M-50 — For cast-in-situ box girder, segmental construction and balanced cantileverHeight 5m to 10m | Cum | 11,435.00 |
| 17.58 (N) G (i) c | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — Without Plasticiser — PSC Grade M-50 — For cast-in-situ box girder, segmental construction and balanced cantileverHeight above 10m | Cum | 12,224.00 |
| 17.58 (N) H (i) a | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — Without Plasticiser — PSC Grade M- 55 — For cast-in-situ box girder, segmental construction and balanced cantileverHeight upto 5m | Cum | 11,053.00 |
| 17.58 (N) H (i) b | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — Without Plasticiser — PSC Grade M- 55 — For cast-in-situ box girder, segmental construction and balanced cantileverHeight 5m to 10m | Cum | 11,872.00 |
| 17.58 (N) H (i) c | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — Without Plasticiser — PSC Grade M- 55 — For cast-in-situ box girder, segmental construction and balanced cantileverHeight above 10m | Cum | 12,691.00 |
| 17.58 (P) A Case I (i) a | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — RCC Grade M20 — Using Concrete Mixer — For solid slab super-structureHeight upto 5m | Cum | 8,100.00 |
| 17.58 (P) A Case I (i) b | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — RCC Grade M20 — Using Concrete Mixer — For solid slab super-structureHeight 5m to 10m | Cum | 8,437.00 |
| 17.58 (P) A Case I (i) c | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — RCC Grade M20 — Using Concrete Mixer — For solid slab super-structureHeight above 10m | Cum | 8,775.00 |
| 17.58 (P) A Case I (ii) a | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — RCC Grade M20 — Using Concrete Mixer — For T-beam & slabHeight upto 5m | Cum | 8,437.00 |
| 17.58 (P) A Case I (ii) b | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — RCC Grade M20 — Using Concrete Mixer — For T-beam & slabHeight 5m to 10m | Cum | 8,775.00 |
| 17.58 (P) A Case I (ii) c | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — RCC Grade M20 — Using Concrete Mixer — For T-beam & slabHeight above 10m | Cum | 9,112.00 |
| 17.58 (P) A Case II (i) a | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — RCC Grade M20 — Using Batching Plant, Transit Mixer and Concrete Pump — For solid slab super-structureHeight upto 5m | Cum | 9,035.00 |
| 17.58 (P) A Case II (i) b | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — RCC Grade M20 — Using Batching Plant, Transit Mixer and Concrete Pump — For solid slab super-structureHeight 5m to 10m | Cum | 9,411.00 |
| 17.58 (P) A Case II (i) c | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — RCC Grade M20 — Using Batching Plant, Transit Mixer and Concrete Pump — For solid slab super-structureHeight above 10m | Cum | 9,788.00 |
| 17.58 (P) A Case II (ii) a | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — RCC Grade M20 — Using Batching Plant, Transit Mixer and Concrete Pump — For T-beam & slabHeight upto 5m | Cum | 9,411.00 |
| 17.58 (P) A Case II (ii) b | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — RCC Grade M20 — Using Batching Plant, Transit Mixer and Concrete Pump — For T-beam & slabHeight 5m to 10m | Cum | 9,788.00 |
| 17.58 (P) A Case II (ii) c | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — RCC Grade M20 — Using Batching Plant, Transit Mixer and Concrete Pump — For T-beam & slabHeight above 10m | Cum | 10,164.00 |
| 17.58 (P) B Case I (i) a | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — RCC Grade M25 — Using Concrete Mixer — For solid slab super-structureHeight upto 5m | Cum | 8,818.00 |
| 17.58 (P) B Case I (i) b | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — RCC Grade M25 — Using Concrete Mixer — For solid slab super-structureHeight 5m to 10m | Cum | 9,186.00 |
| 17.58 (P) B Case I (i) c | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — RCC Grade M25 — Using Concrete Mixer — For solid slab super-structureHeight above 10m | Cum | 9,553.00 |
| 17.58 (P) B Case I (ii) a | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — RCC Grade M25 — Using Concrete Mixer — For T-beam & slabHeight upto 5m | Cum | 9,186.00 |
| 17.58 (P) B Case I (ii) b | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — RCC Grade M25 — Using Concrete Mixer — For T-beam & slabHeight 5m to 10m | Cum | 9,553.00 |
| 17.58 (P) B Case I (ii) c | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — RCC Grade M25 — Using Concrete Mixer — For T-beam & slabHeight above 10m | Cum | 9,921.00 |
| 17.58 (P) B Case II (i) a | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — RCC Grade M25 — Using Batching Plant, Transit Mixer and Concrete Pump — For solid slab super-structureHeight upto 5m | Cum | 9,813.00 |
| 17.58 (P) B Case II (i) b | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — RCC Grade M25 — Using Batching Plant, Transit Mixer and Concrete Pump — For solid slab super-structureHeight 5m to 10m | Cum | 10,222.00 |
| 17.58 (P) B Case II (i) c | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — RCC Grade M25 — Using Batching Plant, Transit Mixer and Concrete Pump — For solid slab super-structureHeight above 10m | Cum | 10,631.00 |
| 17.58 (P) B Case II (ii) a | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — RCC Grade M25 — Using Batching Plant, Transit Mixer and Concrete Pump — For T-beam & slabHeight upto 5m | Cum | 10,222.00 |
| 17.58 (P) B Case II (ii) b | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — RCC Grade M25 — Using Batching Plant, Transit Mixer and Concrete Pump — For T-beam & slabHeight 5m to 10m | Cum | 10,631.00 |
| 17.58 (P) B Case II (ii) c | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — RCC Grade M25 — Using Batching Plant, Transit Mixer and Concrete Pump — For T-beam & slabHeight above 10m | Cum | 11,040.00 |
| 17.58 (P) C Case I (i) a | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — RCC Grade M 30 — Using Concrete Mixer — For solid slab super-structureHeight upto 5m | Cum | 8,936.00 |
| 17.58 (P) C Case I (i) b | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — RCC Grade M 30 — Using Concrete Mixer — For solid slab super-structureHeight 5m to 10m | Cum | 9,308.00 |
| 17.58 (P) C Case I (i) c | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — RCC Grade M 30 — Using Concrete Mixer — For solid slab super-structureHeight above 10m | Cum | 9,681.00 |
| 17.58 (P) C Case I (ii) a | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — RCC Grade M 30 — Using Concrete Mixer — For T-beam & slabHeight upto 5m | Cum | 9,308.00 |
| 17.58 (P) C Case I (ii) b | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — RCC Grade M 30 — Using Concrete Mixer — For T-beam & slabHeight 5m to 10m | Cum | 9,681.00 |
| 17.58 (P) C Case I (ii) c | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — RCC Grade M 30 — Using Concrete Mixer — For T-beam & slabHeight above 10m | Cum | 10,053.00 |
| 17.58 (P) C Case II (i) a | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — RCC Grade M 30 — Using Batching Plant, Transit Mixer and Concrete Pump — For solid slab super-structureHeight upto 5m | Cum | 9,907.00 |
| 17.58 (P) C Case II (i) b | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — RCC Grade M 30 — Using Batching Plant, Transit Mixer and Concrete Pump — For solid slab super-structureHeight 5m to 10m | Cum | 10,319.00 |
| 17.58 (P) C Case II (i) c | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — RCC Grade M 30 — Using Batching Plant, Transit Mixer and Concrete Pump — For solid slab super-structureHeight above 10m | Cum | 10,732.00 |
| 17.58 (P) C Case II (ii) a | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — RCC Grade M 30 — Using Batching Plant, Transit Mixer and Concrete Pump — For T-beam & slabHeight upto 5m | Cum | 10,319.00 |
| 17.58 (P) C Case II (ii) b | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — RCC Grade M 30 — Using Batching Plant, Transit Mixer and Concrete Pump — For T-beam & slabHeight 5m to 10m | Cum | 10,732.00 |
| 17.58 (P) C Case II (ii) c | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — RCC Grade M 30 — Using Batching Plant, Transit Mixer and Concrete Pump — For T-beam & slabHeight above 10m | Cum | 11,145.00 |
| 17.58 (P) E (iii) a | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — PSC Grade M-40 Using concrete mixer — For box girder and balanced cantileverHeight upto 5m | Cum | 11,721.00 |
| 17.58 (P) E (iii) b | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — PSC Grade M-40 Using concrete mixer — For box girder and balanced cantileverHeight 5m to 10m | Cum | 12,571.00 |
| 17.58 (P) E (iii) c | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — PSC Grade M-40 Using concrete mixer — For box girder and balanced cantileverHeight above 10m | Cum | 13,420.00 |
| 17.58 (P) F (i) a | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — PSC Grade M-45 — For solid slab/voided slab super-structureHeight upto 5m | Cum | 10,266.00 |
| 17.58 (P) F (i) b | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — PSC Grade M-45 — For solid slab/voided slab super-structureHeight 5m to 10m | Cum | 10,709.00 |
| 17.58 (P) F (i) c | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — PSC Grade M-45 — For solid slab/voided slab super-structureHeight above 10m | Cum | 11,151.00 |
| 17.58 (P) F (ii) a | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — PSC Grade M-45 — For I-beam & slab including launching of precast girders by launching truss upto 40 m spanHeight upto 5m | Cum | 10,709.00 |
| 17.58 (P) F (ii) b | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — PSC Grade M-45 — For I-beam & slab including launching of precast girders by launching truss upto 40 m spanHeight 5m to 10m | Cum | 11,151.00 |
| 17.58 (P) F (ii) c | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — PSC Grade M-45 — For I-beam & slab including launching of precast girders by launching truss upto 40 m spanHeight above 10m | Cum | 11,594.00 |
| 17.58 (P) F (iii) a | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — PSC Grade M-45 — For cast-in-situ box girder, segmental construction and balanced cantileverHeight upto 5m | Cum | 12,036.00 |
| 17.58 (P) F (iii) b | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — PSC Grade M-45 — For cast-in-situ box girder, segmental construction and balanced cantileverHeight 5m to 10m | Cum | 12,921.00 |
| 17.58 (P) F (iii) c | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — PSC Grade M-45 — For cast-in-situ box girder, segmental construction and balanced cantileverHeight above 10m | Cum | 13,806.00 |
| 17.58 (P) G (i) a | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — PSC Grade M-50 — For cast-in-situ box girder, segmental construction and balanced cantileverHeight upto 5m | Cum | 12,291.00 |
| 17.58 (P) G (i) b | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — PSC Grade M-50 — For cast-in-situ box girder, segmental construction and balanced cantileverHeight 5m to 10m | Cum | 13,202.00 |
| 17.58 (P) G (i) c | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — PSC Grade M-50 — For cast-in-situ box girder, segmental construction and balanced cantileverHeight above 10m | Cum | 14,112.00 |
| 17.58 (P) H (i) a | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — PSC Grade M- 55 — For cast-in-situ box girder, segmental construction and balanced cantileverHeight upto 5m | Cum | 12,830.00 |
| 17.58 (P) H (i) b | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — PSC Grade M- 55 — For cast-in-situ box girder, segmental construction and balanced cantileverHeight 5m to 10m | Cum | 13,780.00 |
| 17.58 (P) H (i) c | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork — With plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 — PSC Grade M- 55 — For cast-in-situ box girder, segmental construction and balanced cantileverHeight above 10m | Cum | 14,730.00 |
| 17.59 (a) | Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specificationsTMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) | Tonne | 62,506.00 |
| 17.60 | High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications | Tonne | 1,11,434.00 |
| 17.61 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications | Cum | 11,822.00 |
| 17.62 | Mastic Asphalt Wearing Course: Providing and laying 12 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in table 500- 29, prepared by using mastic cooker and laid to required level and slope aftering cleaning the surface, including providing antiskid surface with bitumen pre coated fine grained hard stone shipping of 9.5mm nominal size at the rate of.005 cum per 10sqm and at approximate spaciong of 10cm center to center in both directions, pressed into surfaces when temperature of the surfaces not less than 100 degC., protuding 1mm to 4mm over mastic surfaces, all complete as per clause 515 | Sqm | 406.00 |
| 17.63 | Bituminous wearing course: Providing and laying Bituminous wearing course comprising of tack coat with bitumen emulsion CSS-1h as per APWD SOR item no 5.2 & MOSRT&H Specification Nos 503 0.6mm thick mastic asphalt as per APWD SOR item no 14.5 & MOSRT&H Specification Nos 515 & 2702 and 2 layers of 25 mm thick Asphalt concrete including of close Graded Premix Surfacing(CGPS) materials with Type -a aggregate as per APWD SOR tem no 5.11 & MOSRT&H Specification Nos 512 including all lead and lift as directed | Sqm | 503.00 |
| 17.64 | Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications | Metre | 1,798.00 |
| 17.65 | Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications | Metre | 1,757.00 |
| 17.66 | Providing, fitting and fixing mild steel railing complete as per drawing and Technical Specification | Metre | 4,109.00 |
| 17.67 | Drainage Spouts complete as per drawing and Technical specification | Each | 8,031.00 |
| 17.68 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification | Cum | 5,274.00 |
| 17.69 (a) | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specificationTMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) | Cum | 11,165.00 |
| 17.69 (b) | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specificationTMT-IS 1786 ( Fe-500 D) Secondary Producer (ISI approved) | Cum | 11,045.00 |
| 17.69 (c) | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specificationMS bar-IS 1786 ( Fe-250) Secondary Producer | Cum | 11,045.00 |
| 17.70 | Structural steel Built-Up-Girder (BUG) (Providing and launching Steel Truss of Structural steel BUG Super Structure including painting complete as per as per drawing and technical specifications under Section 1900 of MOST.) | MT | 1,23,302.00 |
| 17.71 (A) | Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m.)For Plain surface | Sqm | 50.00 |
| 17.71 (B) | Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m.)For RCC Railing | Rm | 177.00 |
| 17.72 | Burried Joint (Providing and laying a burried expansion joint, expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galvanised wieldable structural steel plate as per IS: 2062, placed symmetrical to centre line of the joint, resting freely over the top surfaces of the deck concrete, welding of 8mm dia, 100mm long galvanized nails spaced 300mm C/C along the center line of the plate, all as specified in clause 2604.) | Metre | 1,374.00 |
| 17.73 (i) | Filler jointProviding & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification | Metre | 3,944.00 |
| 17.73 (ii) | Filler jointProviding & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification | Metre | 333.00 |
| 17.73 (iii) | Filler jointProviding and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specification | Metre | 302.00 |
| 17.73 (iv) | Filler jointProviding and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight | Metre | 23.00 |
| 17.74 | Asphaltic Plug joint (Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate 200mmX 6mm of wiedable structural steel conforming to IS:2062, asphaltic plug consist of polymer modified bitumen binder, carefully selected singl;e size aggregate of 12.5mm nominal size and heat resistant foam caulking/backer rod, all as per approved drawing and specifications.) | Metre | 1,174.00 |
| 17.75 | Elastomeric Slab Seal Expansion Joint (Providing and laying of an elastomeric slab steel expansion joint, catering to right or skew (less than 20 deg., moderately curved with maximum horizontal movement upto 50 mm, complete as per approved drawings and standard specification to be installed by the manufacture/supplier or their authorisedrepresentative ensuring compliance to the manufacturers instructios for installation and clause 2506 of MORTS&H specification of bridge works.) | Metre | 24,189.00 |
| 17.76 | Compression Seal Joint (Providing and laying of compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and fixed into the gap with special adhesive binder to cater for a horizontal movement up to 40mm and vertical movement of 3mm.) | Metre | 12,689.00 |
| 17.77 | Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation) | Metre | 25,451.00 |
| 17.78 | Modular Strip / Box Seal Joint (Providing and laying of a modular strip Box steel expansion joint including anchorage catering to a horizontal movement beyond 70 mm and upto 140mm, complete as per approved drawings and standard specifications to be installed by teh manufacture/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation.) | Metre | 1,37,986.00 |
| 17.79 | Modular Strip / Box Seal Joint (Providing and laying of a modular strip box seal expansion joint catering to a horizontal movement beyond 140mm and upto 210mm, complete as per approved drawings and standard specifications to be installed by the manufactu/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation.) | Metre | 2,09,145.00 |
| 17.80 | Extra for providing water proofing compound ( Providing and applying cement mortar(1 cement 3 sand) with STRUCO LATEX or its equivalent as per specification and as directed by the Department | Sqm | 333.00 |
| 17.81 | Extra for providing water proofing compound ( Cleaning the surface and applying two coats ofARMOURCRETE or its equivalent as per specification and as directed by the Department | Sqm | 229.00 |
Other chapters in this schedule
- Carriage of Materials (22)
- Site Clearance and Setting Out (44)
- Earthwork, Erosion Control and Drainage (32)
- Granular Sub-Bases, Bases (Non-Bituminous) and Shoulders (27)
- Bases and Surface Courses (Bituminous) (47)
- Cement Concrete Pavement (14)
- Hill Roads (18)
- Traffic Signs, Markings and Other Road Appurtenances (22)
- Foundation (33)
- Substructure (40)
- Superstructure (71)
- Protection Works (25)
- Maintenance of Roads (19)
- Miscellaneous Works (109)
- New Technology (42)
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