Haryana SOR 2021
Deep Foundations rates
141 deep foundations items from the Haryana PWD (Buildings & Roads), effective 2021-03-31.
Deep Foundations rates in the Haryana Haryana Schedule of Rates 2021 run from ₹88.00 to ₹7,49,656.00. Transcribed from Haryana PWD (B&R) — Haryana Schedule of Rates 2021, issued with the approval of the Direction Committee of Chief Engineers, 31 March 2021. Reference only — verify against the official source before pricing a bid.
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141 items — scroll the table to browse
| Description | Unit | ||
|---|---|---|---|
| 15.1.1.1 | 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 as per clause 304 of MORT&H specifications Ordinary soil,Depth up to 3 m Note:- 1. Cost of dewatering may be added where required up to, 10 per cent of labour cost Assessment for dewatering shall be made as per site conditions. 2.The excavated earth can be used partially for backfilling of foundation pit and partly for road work except for marshy soil. Hence cost of disposal has not been added except for marshy soil. This remark is common to all cases of item 15.1 excluding marshy soil. 3.The cost of shoring and shuttering, where needed, may be added @ 1 per cent on cost of excavation for open foundation | Cum | 172.00 |
| 15.1.1.2 | 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 as per clause 304 of MORT&H specifications Ordinary soil,Depth 3 m to 6 m Note:- Cost of dewatering may be added where required up to 15 per cent of labour cost. Assessment for dewatering shall be done as per actual ground conditions | Cum | 221.00 |
| 15.1.1.3 | 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 as per clause 304 of MORT&H specifications Ordinary soil,Depth above 6 m Note: Cost of dewatering may be added where required up to 20 per cent of labour cost. Assessment for dewatering shall be made as per site conditions | Cum | 295.00 |
| 15.1.2.1 | 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 as per clause 304 of MORT&H specifications Ordinary soil,Depth up to 3 m Note:- Cost of dewatering up to 5 per cent of labour & machinery cost may be added, where required. Assessment for dewatering shall be made as per site conditions | Cum | 88.00 |
| 15.1.2.2 | 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 as per clause 304 of MORT&H specifications Ordinary soil,Depth 3 m to 6 m Note:- Cost of dewatering up to 7.5 per cent of labour & machinery cost may be added, where required. Assessment for dewatering shall be made as per site conditions | Cum | 100.00 |
| 15.1.2.3 | 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 as per clause 304 of MORT&H specifications Ordinary soil,Depth above 6m Note:-1. Cost of dewatering up to 10 per cent of labour & machinery cost may be added, where required. Assessment for dewatering shall be made as per site conditions.. 2.Labour provided for excavation by mechanical means includes that required for trimming of bottom and side slopes | Cum | 123.00 |
| 15.2.1.1 | Ordinary Rock (not requiring blasting)Depth up to 3 m Note:- Cost of dawataring up to 10 par cant of labour cost may ba added, where required. Assessment for dawataring shall be made as per sits conditions | Cum | 246.00 |
| 15.2.2.1 | Ordinary Rock (not requiring blasting)Depth up to 3 m Note:-1.Cost of dewatering up to 10 per cent of labour & machinery cost, may be added, where required Assessment for dewatering shall be made as per site conditions. 2.ln case of rock, foundation beyond 3 m is not dug and hence not included | Cum | 112.00 |
| 15.3.1 | Hard Rock ( requiring blasting )Manual Means Note:- Cost of dewatering@ 10 per cent of labour & machinery cost may be added, where required Assessment for dewatering shall be made as per site conditions | Cum | 529.00 |
| 15.4.1 | Hard Rock ( blasting prohibited )Mechanical Means Note:- 1. Cost of dewatering upto10 per cent of labour & machinery cost, may be added, where required Assessment for dewatering shall be made as per site conditions. 2.ln case of rock, foundation beyond3 m is not dug and hence not included | Cum | 573.00 |
| 15.5 | 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 as per clause 2100 of MORT&H specifications | Cum | 3,879.00 |
| 15.6.1 | Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications MORT&H clause 1300Cement Mortar 1:3 (1 cement: 3 sand) | Cum | 4,602.00 |
| 15.6.2 | Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications MORT&H clause 1300Cement Mortar1:2 (1c ement:2 sand) | Cum | 5,540.00 |
| 15.6.3 | Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications MORT&H clause 1300Cement Mortar1:4 (1ce ment:4 sand) | Cum | 3,976.00 |
| 15.6.4 | Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications MORT&H clause 1300Cement Mortar1:6 (1ce ment:6 sand) | Cum | 3,420.00 |
| 15.7.1 | Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications MORT&H clause 1400Square Rubble Coursed Rubble Masonry (first sort) | Cum | 5,211.00 |
| 15.7.2 | Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications MORT&H clause 1400Random Rubble Masonry (coursed/uncoursed) Note:- The labour already considered in cement mortar has been taken into account while proposing labour for masonry works | Cum | 5,075.00 |
| 15.8.1 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical 1500, 1700 and 2000 of MORT&H SpecificationsPCC Grade M15 Note:- Needle Vibrator is an item of minor T & P which is already included in overhead charges. Hence not added in rate analysis of cement concrete works | Cum | 4,239.00 |
| 15.8.2 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical 1500, 1700 and 2000 of MORT&H SpecificationsPCC Grade M20 | Cum | 4,815.00 |
| 15.8.8.2 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical 1500, 1700 and 2000 of MORT&H SpecificationsUsing Batching Plant, Transit Mixer and Concrete Pump WELL FOUNDATION | Cum | 4,526.00 |
| 15.9.1 | Providing and Constructing Temporary Island 16 m diameter for Construction of Well Foundation for 8m dia. Well MORT&H clause 1200Assuming depth of water 1.0 m and height of island to be 1.25 m. Note:- It is assumed that earth will be available within the working space of crane with grab bucket | Each | 1,23,182.00 |
| 15.9.2 | Providing and Constructing Temporary Island 16 m diameter for Construction of Well Foundation for 8m dia. Well MORT&H clause 1200Assuming depth of water 4.0 m and height of island 4.5 m. Note:- For other well diameters rate can be worked out on the basis of cross-sectional area of well. The diameter of the island shall be in the conformity with clause 1203.2 of MoRTH specifications | Each | 7,49,656.00 |
| 15.9.3 | Providing and Constructing Temporary Island 16 m diameter for Construction of Well Foundation for 8m dia. Well MORT&H clause 1200Providing and constructing one span service road to reach island location from one pier location to another pier location assuming span length 30 m, width of service road 1 Om and depth of water 1m | Metre | 2,925.00 |
| 15.10 | Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical specification MORT&H clause 1200 & 1900 | Tonne | 93,177.00 |
| 15.12.9.1 | Plain/Reinforced Cement Concrete, in Well Foundations complete as per Drawing and Technical Specification, in Well SteiningUsing Batching Plant, Transit Mixer and Concrete Pump | Cum | 5,049.00 |
| 15.13.1.2 | Plain/Reinforced Cement Concrete, in Well Foundations complete as per Drawing and Technical Specification, in Bottom Plug Concrete to be placed using tremie pipe Note: 10% extra cement to be added where under water concreting is involvedUsing Batching Plant, Transit Mixer and Crane/ concrete pump | Cum | 4,373.00 |
| 15.15.1 | Plain/Reinforced Cement Concrete, in Well Foundations complete as per Drawing and Technical Specification, in Top PlugGrade M15 PCC Using Concrete Mixer | Cum | 4,239.00 |
| 15.15.2 | Plain/Reinforced Cement Concrete, in Well Foundations complete as per Drawing and Technical Specification, in Top PlugGrade M20 PCC Using Concrete Mixer | Cum | 4,630.00 |
| 15.16.5 | Plain/Reinforced Cement Concrete, in Well Foundations complete as per Drawing and Technical Specification, in Well CapRCC M40 Grade Using Batching Plant, Transit Mixer and Concrete Pump | Cum | 4,761.00 |
| 15.17.1.1 | Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sanely 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 MORT&H clause 1200Depth below bed level up to 3.0 M | Metre | 4,451.00 |
| 15.17.1.2 | Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sanely 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 MORT&H clause 1200Beyond 3m up to 1 Om depth | Metre | 6,308.00 |
| 15.17.1.3 | Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sanely 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 MORT&H clause 1200Beyond 1 Om up to 20m depth Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter | Metre | 8,331.00 |
| 15.17.1.4 | Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sanely 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 MORT&H clause 1200Beyond 20m up to 30 m (a) Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter (b) Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour | Metre | 15,626.00 |
| 15.17.1.5 | Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sanely 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 MORT&H clause 1200Beyond 30m up to 40 m (a) Add 1 O per cent for every additional meter depth of sinking over the rate of sinking for the previous meter (b) Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour | Metre | 37,122.00 |
| 15.17.2.1 | Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sanely 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 MORT&H clause 1200 — Clayey Soil ( 6m dia. Well )Depth below bed level up to 3.0 M | Metre | 6,308.00 |
| 15.17.2.2 | Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sanely 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 MORT&H clause 1200 — Clayey Soil ( 6m dia. Well )Beyond 3m up to 1 Om depth | Metre | 14,487.00 |
| 15.17.2.3 | Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sanely 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 MORT&H clause 1200 — Clayey Soil ( 6m dia. Well )Beyond 10 m up to 20 m (a) Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter (b) Add for dewatering@ 5 per cent of cost, if required | Metre | 19,135.00 |
| 15.17.2.4 | Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sanely 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 MORT&H clause 1200 — Clayey Soil ( 6m dia. Well )Beyond 20m up to 30 m (a) Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter (b) Add 5 per cent of cost for dewatering of the cost, if required (c) Add 25 per cent of cost for Kentledge including supports, loading arrangement and Labour ) | Metre | 35,893.00 |
| 15.17.2.5 | Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sanely 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 MORT&H clause 1200 — Clayey Soil ( 6m dia. Well )Beyond 30m up to 40 m (a) Add 1 O per cent for every additional meter depth of sinking over the rate of sinking for the previous meter (b) Add 5 per cent of cost for dewatering, if required (c) Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour) | Metre | 85,279.00 |
| 15.17.3 | Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sanely 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 MORT&H clause 1200Soft Rock (6m dia well) Depth in Soft rock strata up to 3m | Metre | 22,147.00 |
| 15.17.4 | Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sanely 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 MORT&H clause 1200Hard Rock (6m dia well ) Depth in hard rock strata up to 3 m | Metre | 21,685.00 |
| 15.18.1.1 | 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 reckoned from bed level MORT&H clause 1200Depth below bed level up to 3.0 M | Metre | 6,680.00 |
| 15.18.1.2 | 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 reckoned from bed level MORT&H clause 1200Beyond 3m up to 1 Om depth | Metre | 8,909.00 |
| 15.18.1.3 | 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 reckoned from bed level MORT&H clause 1200Beyond 1O m up to 20m Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter | Metre | 11,768.00 |
| 15.18.1.4 | 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 reckoned from bed level MORT&H clause 1200Beyond 20m up to 30 m (a) Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter (b) Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour) | Metre | 22,073.00 |
| 15.18.1.5 | 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 reckoned from bed level MORT&H clause 1200Beyond 30m up to 40 m (a) Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter (b) Add 20 per cent of cost for Kentledge including supports, loading arrangement. and Labour etc | Metre | 52,444.00 |
| 15.18.2.1 | 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 reckoned from bed level MORT&H clause 1200 — Clayey Soil ( 7m dia. Well )Depth below bed level up to 3.0 M | Metre | 8,909.00 |
| 15.18.2.2 | 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 reckoned from bed level MORT&H clause 1200 — Clayey Soil ( 7m dia. Well )Beyond 3m up to 1O m depth | Metre | 12,781.00 |
| 15.18.2.3 | 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 reckoned from bed level MORT&H clause 1200 — Clayey Soil ( 7m dia. Well )Beyond 10 m up to 20 m (a) Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter | Metre | 16,880.00 |
| 15.18.2.4 | 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 reckoned from bed level MORT&H clause 1200 — Clayey Soil ( 7m dia. Well )Beyond 20m up to 30 m (a) Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter (b) Add 5 per cent of cost for dewatering on the cost. if required (c) Add 25 per cent of cost for Kentledge including supports, loading arrangement and Labour ) | Metre | 31,662.00 |
| 15.18.2.5 | 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 reckoned from bed level MORT&H clause 1200 — Clayey Soil ( 7m dia. Well )Beyond 30m up to 40 m (a) Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter (b) Add 5 per cent of cost for dewatering, if required (c) Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour) | Metre | 75,226.00 |
| 15.18.3 | 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 reckoned from bed level MORT&H clause 1200Soft Rock ( 7m dia well ) Depth in soft rock strata up to 3m | Metre | 18,833.00 |
| 15.18.4 | 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 reckoned from bed level MORT&H clause 1200Hard Rock ( 7m dia well ) Depth in Hard rock strata up to 3 m | Metre | 25,152.00 |
| 15.19.1.1 | 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 reckoned from bed level MORT&H clause 1200 Diameter of well - 8 mDepth below bed level up to 3.0 M | Metre | 8,165.00 |
| 15.19.1.2 | 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 reckoned from bed level MORT&H clause 1200 Diameter of well - 8 mBeyond 3m up to 1 Om depth | Metre | 10,041.00 |
| 15.19.1.3 | 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 reckoned from bed level MORT&H clause 1200 Diameter of well - 8 mBeyond 1 Om up to 20m Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter | Metre | 13,261.00 |
| 15.19.1.4 | 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 reckoned from bed level MORT&H clause 1200 Diameter of well - 8 mBeyond 20m up to 30 m (a) Add 7. 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter (b) Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour | Metre | 24,875.00 |
| 15.19.1.5 | 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 reckoned from bed level MORT&H clause 1200 Diameter of well - 8 mBeyond 30m up to 40 m (a) Add 1 O per cent for every additional meter depth of sinking over the rate of sinking for the previous meter (b) Add 20 per cent of cost for Kentledge including supports, loading arrangement, and Labour etc | Metre | 8,744.00 |
| 15.19.2.1 | 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 reckoned from bed level MORT&H clause 1200 Diameter of well - 8 m — Clayey Soil ( Sm dia. Well )Depth from bed level up to 3.0 M | Metre | 10,889.00 |
| 15.19.2.2 | 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 reckoned from bed level MORT&H clause 1200 Diameter of well - 8 m — Clayey Soil ( Sm dia. Well )Beyond 3m up to 1 Om depth | Metre | 15,664.00 |
| 15.19.2.3 | 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 reckoned from bed level MORT&H clause 1200 Diameter of well - 8 m — Clayey Soil ( Sm dia. Well )Beyond 10 m up to 20 m (a) Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter (b) Add for dewatering@ 5 per cent of cost, if required | Metre | 20,687.00 |
| 15.19.2.4 | 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 reckoned from bed level MORT&H clause 1200 Diameter of well - 8 m — Clayey Soil ( Sm dia. Well )Beyond 20m up to 30 m (a) Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter (b) Add 5 per cent of cost for dewatering on the cost, if required (c) Add 25 per cent of cost for Kenttedge including supports, loading arrangement and Labour ) | Metre | 38,803.00 |
| 15.19.2.5 | 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 reckoned from bed level MORT&H clause 1200 Diameter of well - 8 m — Clayey Soil ( Sm dia. Well )Beyond 30m up to 40 m (a) Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter (b) Add 5 per cent of cost for dewatering, if required (c) Add 20 per cent of cost for Kenttedge including supports, loading arrangement and Labour) | Metre | 92,192.00 |
| 15.19.3 | 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 reckoned from bed level MORT&H clause 1200 Diameter of well - 8 mSoft Rock ( Sm dia well ) Depth in soft rock strata up to 3m | Metre | 20,950.00 |
| 15.19.4 | 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 reckoned from bed level MORT&H clause 1200 Diameter of well - 8 mHard Rock ( am dia well ) Depth in hard rock strata up to 3 m | Metre | 26,242.00 |
| 15.20.1.1 | 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 reckoned from bed level MORT&H clause 1200Depth below bed level up to 3.0 M | Metre | 8,288.00 |
| 15.20.1.2 | 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 reckoned from bed level MORT&H clause 1200Beyond 3m up to 1 Om depth | Metre | 11,031.00 |
| 15.20.1.3 | 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 reckoned from bed level MORT&H clause 1200Beyond 1 Om up to 20m (a) Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter | Metre | 14,567.00 |
| 15.20.1.4 | 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 reckoned from bed level MORT&H clause 1200Beyond 20m up to 30 m (a) Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter (b) Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour | Metre | 27,325.00 |
| 15.20.1.5 | 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 reckoned from bed level MORT&H clause 1200Beyond 30m up to 40 m (a) Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter (b) Add 20 per cent of cost for Kentledge including supports, loading arrangement, and Labour etc | Metre | 64,922.00 |
| 15.20.2.1 | 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 reckoned from bed level MORT&H clause 1200 — Clayey Soil ( 9m dia. Well )Depth below bed level up to 3.0 M | Metre | 11,507.00 |
| 15.20.2.2 | 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 reckoned from bed level MORT&H clause 1200 — Clayey Soil ( 9m dia. Well )Beyond 3m up to 1 Om depth | Metre | 16,887.00 |
| 15.20.2.3 | 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 reckoned from bed level MORT&H clause 1200 — Clayey Soil ( 9m dia. Well )Beyond 10 m up to 20 m (a) Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter (b) Add for dewatering@ 5 per cent of cost, if required | Metre | 22,304.00 |
| 15.20.2.4 | 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 reckoned from bed level MORT&H clause 1200 — Clayey Soil ( 9m dia. Well )Beyond 20m up to 30 m (a) Add 7.5 par cent for every additional meter depth of sinking over the rate of sinking for the previous meter (b) Add 5 per cent of cost for dewatering on the cost, if required (c) Add 25 per cent of cost for Kantladge including supports, loading arrangement and Labour ) | Metre | 41,837.00 |
| 15.20.2.5 | 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 reckoned from bed level MORT&H clause 1200 — Clayey Soil ( 9m dia. Well )Beyond 30m up to 40 m (a) Add 1 O per cent for every additional meter depth of sinking over the rate of sinking for the previous meter (b) Add 5 per cent of cost for dewatering, if required (c) Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour) | Metre | 99,400.00 |
| 15.20.3 | 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 reckoned from bed level MORT&H clause 1200Soft Rock ( 9m dia wall ) Depth in soft rock strata up to 3m | Metre | 24,807.00 |
| 15.20.4 | 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 reckoned from bed level MORT&H clause 1200Hard Rock ( 9m dia well ) Depth in hard rock strata up to 3 m | Metre | 28,210.00 |
| 15.21.1.1 | 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 reckoned from bed level MORT&H clause 1200Depth below bed level up to 3.0 M | Metre | 9,899.00 |
| 15.21.1.2 | 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 reckoned from bed level MORT&H clause 1200Beyond 3m up to 1 Om depth | Metre | 11,658.00 |
| 15.21.1.3 | 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 reckoned from bed level MORT&H clause 1200Beyond 1 Om up to 20m (a) Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter | Metre | 15,397.00 |
| 15.21.1.4 | 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 reckoned from bed level MORT&H clause 1200Beyond 20m up to 30 m (a) Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter (b) Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour | Metre | 28,880.00 |
| 15.21.1.5 | 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 reckoned from bed level MORT&H clause 1200Beyond 30m up to 40 m (a) Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter (b) Add 20 per cent of cost for Kentledge including supports, loading arrangement, and Labour etc | Metre | 68,615.00 |
| 15.21.2.1 | 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 reckoned from bed level MORT&H clause 1200 — Clayey Soil (1 Om dia. Well )Depth below bed level up to 3.0 M | Metre | 12,829.00 |
| 15.21.2.2 | 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 reckoned from bed level MORT&H clause 1200 — Clayey Soil (1 Om dia. Well )Beyond 3m up to 1 Om depth | Metre | 16,878.00 |
| 15.21.2.3 | 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 reckoned from bed level MORT&H clause 1200 — Clayey Soil (1 Om dia. Well )Beyond 10 m up to 20 m (a) Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter (b) Add for dewatering@ 5 per cent of cost, if required | Metre | 22,290.00 |
| 15.21.2.4 | 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 reckoned from bed level MORT&H clause 1200 — Clayey Soil (1 Om dia. Well )Beyond 20m up to 30 m (a) Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter (b) Add 5 per cent of cost for dewatering on the cost, if required (c) Add 25 per cent of cost for Kentledge including supports, loading arrangement and Labour) | Metre | 41,811.00 |
| 15.21.2.5 | 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 reckoned from bed level MORT&H clause 1200 — Clayey Soil (1 Om dia. Well )Beyond 30m up to 40 m (a) Add 1 O per cent for every additional meter depth of sinking over the rate of sinking for the previous meter (b) Add 5 per cent of cost for dewatering, if required (c) Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour) | Metre | 99,337.00 |
| 15.21.3 | 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 reckoned from bed level MORT&H clause 1200Soft Rock (1O m dia well ) Depth in soft rock strata up to 3m | Metre | 26,540.00 |
| 15.21.4 | 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 reckoned from bed level MORT&H clause 1200Hard Rock (10m dia well ) Depth in hard rock strata up to 3 m | Metre | 37,205.00 |
| 15.22.1.1 | 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 reckoned from bed levelDepth from bed level up to 3.0 M | Metre | 14,558.00 |
| 15.22.1.2 | 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 reckoned from bed levelBeyond 3m up to 1 Om depth | Metre | 18,353.00 |
| 15.22.1.3 | 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 reckoned from bed levelBeyond 1 Om up to 20m (a) Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter | Metre | 24,239.00 |
| 15.22.1.4 | 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 reckoned from bed levelBeyond 20m up to 30 m (a) Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter (b) Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour | Metre | 45,465.00 |
| 15.22.1.5 | 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 reckoned from bed levelBeyond 30m up to 40 m (a) Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter (b)Add 20 per cent of cost for Kenttedge including supports, loading arrangement, and Labour etc | Metre | 1,08,020.00 |
| 15.22.2.1 | 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 reckoned from bed level — Clayey Soil (11 m dia. Well )Depth from bed level up to 3.0 M | Metre | 21,273.00 |
| 15.22.2.2 | 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 reckoned from bed level — Clayey Soil (11 m dia. Well )Beyond 3m up to 1 Om depth | Metre | 34,961.00 |
| 15.22.2.3 | 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 reckoned from bed level — Clayey Soil (11 m dia. Well )Beyond 10 m up to 20 m (a) Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter (b) Add for dewatering@ 5 per cent of cost, if required | Metre | 46,172.00 |
| 15.22.2.4 | 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 reckoned from bed level — Clayey Soil (11 m dia. Well )Beyond 20m up to 30 m (a) Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter (b) Add 5 per cent of cost for dewatering on the cost, if required (c)Add 25 per cent of cost for Kentledge including supports, loading arrangement and Labour ) | Metre | 86,609.00 |
| 15.22.2.5 | 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 reckoned from bed level — Clayey Soil (11 m dia. Well )Beyond 30m up to 40 m (a) Add 1O per cent for every additional meter depth of sinking over the rate of sinking for the previous meter (b) Add 5 per cent of cost for dewatering, if required (c) Add 20 per cent of cost for Kenttedge including supports, loading arrangement and Labour) | Metre | 2,05,772.00 |
| 15.22.3 | 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 reckoned from bed levelSoft Rock (11 m dia well ) Depth in soft rock strata up to 3m | Metre | 59,132.00 |
| 15.22.4 | 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 reckoned from bed levelHard Rock (11m dia well ) Depth in hard rock up to 3 m | Metre | 87,986.00 |
| 15.23.1.1 | 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 reckoned from bed level MORT&H clause 1200Depth below bed level up to 3.0 M | Metre | 47,005.00 |
| 15.23.1.2 | 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 reckoned from bed level MORT&H clause 1200Beyond 3m up to 1 Om depth | Metre | 53,101.00 |
| 15.23.1.3 | 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 reckoned from bed level MORT&H clause 1200Beyond 1 Om up to 20m Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter | Metre | 70,130.00 |
| 15.23.1.4 | 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 reckoned from bed level MORT&H clause 1200Beyond 20m up to 30 m (a) Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter (b) Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour | Metre | 1,31,544.00 |
| 15.23.1.5 | 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 reckoned from bed level MORT&H clause 1200Beyond 30m up to 40 m (a) Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter (b) Add 20 per cent of cost for Kentledge including supports, loading arrangement, and Labour etc | Metre | 3,12,532.00 |
| 15.23.2.1 | 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 reckoned from bed level MORT&H clause 1200 — Clayey Soil (12 m dia. Wen)Depth below bed level up to 3.0 M | Metre | 51,953.00 |
| 15.23.2.2 | 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 reckoned from bed level MORT&H clause 1200 — Clayey Soil (12 m dia. Wen)Beyond 3m up to 1 Om depth | Metre | 85,769.00 |
| 15.23.2.3 | 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 reckoned from bed level MORT&H clause 1200 — Clayey Soil (12 m dia. Wen)Beyond 10 m up to 20 m (a) Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter (b) Add for dewatering@ 5 per cent of cost, if required | Metre | 1,13,273.00 |
| 15.23.2.4 | 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 reckoned from bed level MORT&H clause 1200 — Clayey Soil (12 m dia. Wen)Beyond 20m up to 30 m (a) Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter (b) Add 5 per cent of cost for dewatering on the cost, if required (c) Add 25 per cent of cost for KenUedge including supports, loading arrangement and Labour ) | Metre | 2,12,470.00 |
| 15.23.2.5 | 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 reckoned from bed level MORT&H clause 1200 — Clayey Soil (12 m dia. Wen)Beyond 30m up to 40 m (a) Add 1O per cent for every additional meter depth of sinking over the rate of sinking for the previous meter (b) Add 5 per cent of cost for dewatering, if required (c) Add 20 per cent of cost for KenUedge including supports, loading arrangement and Labour) | Metre | 5,04,799.00 |
| 15.23.3 | 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 reckoned from bed level MORT&H clause 1200Soft Rock (12m dia well ) Depth in soft rock strata up to 3m | Metre | 1,37,328.00 |
| 15.23.4 | 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 reckoned from bed level MORT&H clause 1200Hard Rock (12m dia well ) Depth in hard rock strata up to 3 m | Metre | 1,69,322.00 |
| 15.24.1.1 | Sinking of Twin D Type well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soilDepth from bed level up to 3.0 M | Metre | 10,643.00 |
| 15.24.1.2 | Sinking of Twin D Type well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soilBeyond 3m up to 1 Om depth | Metre | 11,492.00 |
| 15.24.1.3 | Sinking of Twin D Type well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soilBeyond 1 Om up to 20m (a) Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter | Metre | 15,177.00 |
| 15.24.1.4 | Sinking of Twin D Type well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soilBeyond 20m up to 30 m (a) Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter (b) Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour | Metre | 28,468.00 |
| 15.24.1.5 | Sinking of Twin D Type well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soilBeyond 30m up to 40 m (a) Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter (b) Add 20 per cent of cost for Kentledge including supports, loading arrangement, and Labour etc | Metre | 67,636.00 |
| 15.24.2.1 | Sinking of Twin D Type well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil — Clayey Soil (Twin D Type Well )Depth below bed level up to 3.0 M | Metre | 12,497.00 |
| 15.24.2.2 | Sinking of Twin D Type well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil — Clayey Soil (Twin D Type Well )Beyond 3m up to 1 Om depth | Metre | 18,721.00 |
| 15.24.2.3 | Sinking of Twin D Type well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil — Clayey Soil (Twin D Type Well )Beyond 10 m up to 20 m (a) Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter (b) Add for dewatering@ 5 per cent of cost, if required | Metre | 24,725.00 |
| 15.24.2.4 | Sinking of Twin D Type well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil — Clayey Soil (Twin D Type Well )Beyond 20m up to 30 m (a) Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter (b) Add 5 per cent of cost for dewatering on the cost, if required (c) Add 25 per cent of cost for KenUedge including supports, loading arrangement and Labour ) | Metre | 46,377.00 |
| 15.24.2.5 | Sinking of Twin D Type well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil — Clayey Soil (Twin D Type Well )Beyond 30m up to 40 m (a) Add 1 O per cent for every additional meter depth of sinking over the rate of sinking for the previous meter (b) Add 5 per cent of cost for dewatering, if required (c) Add 20 per cent of cost for KenUedge including supports, loading arrangement and Labour) | Metre | 1,10,184.00 |
| 15.24.3 | Sinking of Twin D Type well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soilSoft Rock (Twin D Type Well ) Depth in soft rock strata up to 3m | Metre | 30,213.00 |
| 15.24.4 | Sinking of Twin D Type well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soilHard Rock (Twin D Type Well ) Depth in hard rock strata up to 3 m | Metre | 36,131.00 |
| 15.29 | Bored cast-in-situ M35 grade R.C.C. Pile using Hydraulic Rig excluding reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead up to 1000 m MORT&H clause 1100 & 1700 Pile diameter-1000 mm | Metre | 7,699.00 |
| 15.30 | Bored cast-in-situ M35 grade R.C.C. Pile using Hydraulic Rig excluding reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead up to 1000 m MORT&H clause 1100 & 1700 Pile diameter-1200 mm | Metre | 10,094.00 |
| 15.31 | Driven cast-in-place vertical M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and & Technical Specification MORT&H clause 1100 & 1700 Pile diameter - 750 mm Note: -1.The quantity of concrete required to be removed above the designed top level of concrete, if any, will be provided for in the rate analysis. 2.ln case steel lining is included in the design for driven cast-in-situ pile and is planned to be retained, the same may be included in the rate analysis. In case the temporary steel casing used during casting is planned to be removed, an additional cost @ 0.50 per cent of cost of concrete may be provided to cover its usage | Metre | 7,015.00 |
| 15.32 | Driven cast-in-place vertical M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and & Technical Specification MORT&H clause 1100 & 1700 Pile diameter - 1000 mm Note: -1.The quantity of concrete required to be removed above the designed top level of concrete, if any, will be provided for in the rate analysis. 2.ln case steel lining is included in the design for driven cast-in-situ pile and is planned to be retained, the same may be included in the rate analysis. In case the temporary steel casing used during casting is planned to be removed, an additional cost @ 0.50 per cent of cost of concrete may be provided to cover its usage | Metre | 10,516.00 |
| 15.33 | Driven cast-in-place vertical M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and & Technical Specification MORT&H clause 1100 & 1700 Pile diameter • 1200 mm Note: -1.The quantity of concrete required to be removed above the designed top level of concrete, if any, will be provided for in the rate analysis. 2.ln case steel lining is included in the design for driven cast-in-situ pile and is planned to be retained, the same may be included in the rate analysis. In case the temporary steel casing used during casting is planned to be removed, an additional cost @ 0.50 per cent of cost of concrete may be provided to cover its usage | Metre | 15,483.00 |
| 15.35 | Driven precast vertical M35 grade R.C.C. Piles excluding Reinforcement complete as per Drawing and & Technical Specification Pile Diameter = 750 mm Note:- The quantity of concrete required to be removed above the designed top level of concrete, if any, will be provided for in the rate analysis | Metre | 7,024.00 |
| 15.38 | Driven precast vertical M35 grade R.C.C. Piles excluding Reinforcement complete as per Drawing and & Technical Specification MORT&H clause 1100 & 1700 Pile Diameter = 1000 mm Note: -The quantity of concrete required to be removed above the designed top level of concrete, if any, will be provided for in the rate analysis. 15.37 Driven precast vertical M35 grade R.C.C. Piles excluding Reinforcement complete as per Drawing and & Technical Specification MORT&H clause 1100 & 1700 Size of pile - 300 mm x 300 mm Note: -The quantity of concrete required to be removed above the designed top level of concrete, if any, will be provided for in the rate analysis. 15.38 Driven precast vertical M35 grade R.C.C. Piles excluding Reinforcement complete as per Drawing and & Technical Specification MORT&H clause 1100 & 1700 Size of pile - 500 mm x 500 mm Note: -The quantity of concrete required to be removed above the designed top level of concrete, if any, will be provided for in the rate analysis | Metre | 10,816.00 |
| 15.39 | Driven precast vertical M35 grade R.C.C. Piles excluding Reinforcement complete as per Drawing and & Technical Specification MORT&H clause 1100 & 1700 Size of pile - 750 mm x 750 mm Note: -The quantity of concrete required to be removed above the designed top level of concrete, if any, will be provided for in the rate analysis | Metre | 8,389.00 |
| 15.40 | Driven Vertical Steel Piles complete as per Drawing and & Technical Specification MORT&H clause 1100 & 1900 Section of the pile - H Section steel column 400 x 250 mm (ISHB Series) | Metre | 7,761.00 |
| 15.41 | Driven Vertical Steel Piles complete as per Drawing and & Technical Specification MORT&H clause 1100 & 1900 Section of the pile - H Section steel column 450 x 250 mm (ISHB Series) | Metre | 8,831.00 |
| 15.42 | Pile Load Test on single Vertical Pile in accordance with IS:2911 (Part-IV) MORT&H clause 1100 (a)lnitial and routine load test (b)Lateral load test Note:- Although, this item is incidental to work and is not required to be included in BOQ of contract, the same is required to be added in the estimate to assess cost of work | Tonne | 844.00 |
| 15.43.1.2 | Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification MORT&H clause 1100, 1500 & 1700Using Batching Plant, Transit Mixer and Concrete Pump Note:- The value of a, b and c may be taken as applicable i.e. either using concrete mixer or batching plant | Cum | 4,217.00 |
| 15.43.3.1 | Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification MORT&H clause 1100, 1500 & 1700Case I: Using Concrete Mixer | Cum | 5,262.00 |
| 15.44 | Levelling Course for Pile cap Providing and laying of PCC M15 levelling course 100mm thick below the pile cap MORT&H clause 1100 & 1700 | Cum | 4,184.00 |
| 15.45 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications MORT&H clause 1600 | Tonne | 72,543.00 |
| 15.46 | Supplying, fitting and placing un-coated Mild steel reinforcement complete in foundation as per drawing and technical specification MORT&H clause 1600 | Tonne | 71,552.00 |
Other chapters in this schedule
- Earth Work and Rock Cutting (71)
- Dismantling and Demolition (93)
- Concrete and RCC Work (148)
- Brick Work and Stone Masonry (101)
- Cladding Work (61)
- Hoisting and Roofing (126)
- Flooring and Dados (181)
- Finishing Works (129)
- Wood Work, PVC and Aluminum Doors and Windows (291)
- Steel and Iron Work (64)
- Lining and Outlets (71)
- River and Canal Protection Works (57)
- Road Works (112)
- Miscellaneous (Buildings) (114)
- Water Supply (879)
- Sewerage and Drainage (1019)
- Sanitary Installations (642)
- Horticulture and Land Scaping (125)
- Bridges (Substructure, Superstructure, Bearings & Expansion Joints) (32)
- Water Proofing and Heat Insulation of Buildings (54)
- Structural & Aluminium Glazing (7)
- Repairs and Maintenance of Buildings (146)
- Strengthening and Retrofitting of Buildings (34)
- Innovating Technologies, New Materials and Solar Panels (123)
- Rain Water Harvesting & Tube wells (45)
- Road Furniture (82)
- Miscellaneous (Roads) (35)
Pricing deep foundations against a live tender
Mapping a tender BOQ to the right schedule items, applying the current cost index, and catching where rates have moved since the base edition is slow and easy to get wrong. Arched's estimation engine reads the tender, maps it to the applicable schedule, and flags where the numbers are exposed before submission.
See how estimation works