Haryana SOR 2021
Innovating Technologies, New Materials and Solar Panels rates
123 innovating technologies, new materials and solar panels items from the Haryana PWD (Buildings & Roads), effective 2021-03-31.
Innovating Technologies, New Materials and Solar Panels rates in the Haryana Haryana Schedule of Rates 2021 run from ₹10.00 to ₹10,719.00. 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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123 items — scroll the table to browse
| Description | Unit | ||
|---|---|---|---|
| 32.1.1.1 | Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of different thickness & modular width 1200 mm in Controlled Factory Environment with approved methodology confirming to IS 10297:1982 by using long line casting method having arrangement of proper steel bed. Concreting should be done by batch mixing plant capable of producing zero slump concrete, transported through automatic shutters of standard make & layer on bed with the help of extruder/Slip former, finishing, curing and also provision of steam curing. Cutting, making necessary cut-out/holes of required sizes for services in slab element after achieving required strength, yard handling & stacking all complete as per approved shop drawings & design mix as per the direction of the Engineer-in- charge. (Cost of strands should be paid separately). Note:Less cement used as par design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix — Concrete Grade-M-40 (cement content 400 kg )100 mm thick hollow core slab | Metre | 625.00 |
| 32.1.1.2 | Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of different thickness & modular width 1200 mm in Controlled Factory Environment with approved methodology confirming to IS 10297:1982 by using long line casting method having arrangement of proper steel bed. Concreting should be done by batch mixing plant capable of producing zero slump concrete, transported through automatic shutters of standard make & layer on bed with the help of extruder/Slip former, finishing, curing and also provision of steam curing. Cutting, making necessary cut-out/holes of required sizes for services in slab element after achieving required strength, yard handling & stacking all complete as per approved shop drawings & design mix as per the direction of the Engineer-in- charge. (Cost of strands should be paid separately). Note:Less cement used as par design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix — Concrete Grade-M-40 (cement content 400 kg )120 mm thick hollow core slab | Metre | 776.00 |
| 32.1.1.3 | Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of different thickness & modular width 1200 mm in Controlled Factory Environment with approved methodology confirming to IS 10297:1982 by using long line casting method having arrangement of proper steel bed. Concreting should be done by batch mixing plant capable of producing zero slump concrete, transported through automatic shutters of standard make & layer on bed with the help of extruder/Slip former, finishing, curing and also provision of steam curing. Cutting, making necessary cut-out/holes of required sizes for services in slab element after achieving required strength, yard handling & stacking all complete as per approved shop drawings & design mix as per the direction of the Engineer-in- charge. (Cost of strands should be paid separately). Note:Less cement used as par design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix — Concrete Grade-M-40 (cement content 400 kg )150 mm thick hollow core slab | Metre | 945.00 |
| 32.1.1.4 | Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of different thickness & modular width 1200 mm in Controlled Factory Environment with approved methodology confirming to IS 10297:1982 by using long line casting method having arrangement of proper steel bed. Concreting should be done by batch mixing plant capable of producing zero slump concrete, transported through automatic shutters of standard make & layer on bed with the help of extruder/Slip former, finishing, curing and also provision of steam curing. Cutting, making necessary cut-out/holes of required sizes for services in slab element after achieving required strength, yard handling & stacking all complete as per approved shop drawings & design mix as per the direction of the Engineer-in- charge. (Cost of strands should be paid separately). Note:Less cement used as par design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix — Concrete Grade-M-40 (cement content 400 kg )200 mm thick hollow core slab | Metre | 1,154.00 |
| 32.1.1.5 | Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of different thickness & modular width 1200 mm in Controlled Factory Environment with approved methodology confirming to IS 10297:1982 by using long line casting method having arrangement of proper steel bed. Concreting should be done by batch mixing plant capable of producing zero slump concrete, transported through automatic shutters of standard make & layer on bed with the help of extruder/Slip former, finishing, curing and also provision of steam curing. Cutting, making necessary cut-out/holes of required sizes for services in slab element after achieving required strength, yard handling & stacking all complete as per approved shop drawings & design mix as per the direction of the Engineer-in- charge. (Cost of strands should be paid separately). Note:Less cement used as par design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix — Concrete Grade-M-40 (cement content 400 kg )250 mm thick hollow core slab | Metre | 1,419.00 |
| 32.1.1.6 | Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of different thickness & modular width 1200 mm in Controlled Factory Environment with approved methodology confirming to IS 10297:1982 by using long line casting method having arrangement of proper steel bed. Concreting should be done by batch mixing plant capable of producing zero slump concrete, transported through automatic shutters of standard make & layer on bed with the help of extruder/Slip former, finishing, curing and also provision of steam curing. Cutting, making necessary cut-out/holes of required sizes for services in slab element after achieving required strength, yard handling & stacking all complete as per approved shop drawings & design mix as per the direction of the Engineer-in- charge. (Cost of strands should be paid separately). Note:Less cement used as par design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix — Concrete Grade-M-40 (cement content 400 kg )300 mm thick hollow core slab | Metre | 1,684.00 |
| 32.1.1.7 | Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of different thickness & modular width 1200 mm in Controlled Factory Environment with approved methodology confirming to IS 10297:1982 by using long line casting method having arrangement of proper steel bed. Concreting should be done by batch mixing plant capable of producing zero slump concrete, transported through automatic shutters of standard make & layer on bed with the help of extruder/Slip former, finishing, curing and also provision of steam curing. Cutting, making necessary cut-out/holes of required sizes for services in slab element after achieving required strength, yard handling & stacking all complete as per approved shop drawings & design mix as per the direction of the Engineer-in- charge. (Cost of strands should be paid separately). Note:Less cement used as par design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix — Concrete Grade-M-40 (cement content 400 kg )350 mm thick hollow core slab | Metre | 1,948.00 |
| 32.1.1.8 | Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of different thickness & modular width 1200 mm in Controlled Factory Environment with approved methodology confirming to IS 10297:1982 by using long line casting method having arrangement of proper steel bed. Concreting should be done by batch mixing plant capable of producing zero slump concrete, transported through automatic shutters of standard make & layer on bed with the help of extruder/Slip former, finishing, curing and also provision of steam curing. Cutting, making necessary cut-out/holes of required sizes for services in slab element after achieving required strength, yard handling & stacking all complete as per approved shop drawings & design mix as per the direction of the Engineer-in- charge. (Cost of strands should be paid separately). Note:Less cement used as par design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix — Concrete Grade-M-40 (cement content 400 kg )400 mm thick hollow core slab | Metre | 2,213.00 |
| 32.1.2.1 | Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of different thickness & modular width 1200 mm in Controlled Factory Environment with approved methodology confirming to IS 10297:1982 by using long line casting method having arrangement of proper steel bed. Concreting should be done by batch mixing plant capable of producing zero slump concrete, transported through automatic shutters of standard make & layer on bed with the help of extruder/Slip former, finishing, curing and also provision of steam curing. Cutting, making necessary cut-out/holes of required sizes for services in slab element after achieving required strength, yard handling & stacking all complete as per approved shop drawings & design mix as per the direction of the Engineer-in- charge. (Cost of strands should be paid separately). Note:Less cement used as par design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix — Extra for using M-50 (Cement content 425 kg) instead of M-40100mm thick hollow core slab | Metre | 17.00 |
| 32.1.2.2 | Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of different thickness & modular width 1200 mm in Controlled Factory Environment with approved methodology confirming to IS 10297:1982 by using long line casting method having arrangement of proper steel bed. Concreting should be done by batch mixing plant capable of producing zero slump concrete, transported through automatic shutters of standard make & layer on bed with the help of extruder/Slip former, finishing, curing and also provision of steam curing. Cutting, making necessary cut-out/holes of required sizes for services in slab element after achieving required strength, yard handling & stacking all complete as per approved shop drawings & design mix as per the direction of the Engineer-in- charge. (Cost of strands should be paid separately). Note:Less cement used as par design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix — Extra for using M-50 (Cement content 425 kg) instead of M-40120mm thick hollow core slab | Metre | 20.00 |
| 32.1.2.3 | Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of different thickness & modular width 1200 mm in Controlled Factory Environment with approved methodology confirming to IS 10297:1982 by using long line casting method having arrangement of proper steel bed. Concreting should be done by batch mixing plant capable of producing zero slump concrete, transported through automatic shutters of standard make & layer on bed with the help of extruder/Slip former, finishing, curing and also provision of steam curing. Cutting, making necessary cut-out/holes of required sizes for services in slab element after achieving required strength, yard handling & stacking all complete as per approved shop drawings & design mix as per the direction of the Engineer-in- charge. (Cost of strands should be paid separately). Note:Less cement used as par design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix — Extra for using M-50 (Cement content 425 kg) instead of M-40150mm thick hollow core slab | Metre | 25.00 |
| 32.1.2.4 | Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of different thickness & modular width 1200 mm in Controlled Factory Environment with approved methodology confirming to IS 10297:1982 by using long line casting method having arrangement of proper steel bed. Concreting should be done by batch mixing plant capable of producing zero slump concrete, transported through automatic shutters of standard make & layer on bed with the help of extruder/Slip former, finishing, curing and also provision of steam curing. Cutting, making necessary cut-out/holes of required sizes for services in slab element after achieving required strength, yard handling & stacking all complete as per approved shop drawings & design mix as per the direction of the Engineer-in- charge. (Cost of strands should be paid separately). Note:Less cement used as par design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix — Extra for using M-50 (Cement content 425 kg) instead of M-40200mm thick hollow core slab | Metre | 31.00 |
| 32.1.2.5 | Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of different thickness & modular width 1200 mm in Controlled Factory Environment with approved methodology confirming to IS 10297:1982 by using long line casting method having arrangement of proper steel bed. Concreting should be done by batch mixing plant capable of producing zero slump concrete, transported through automatic shutters of standard make & layer on bed with the help of extruder/Slip former, finishing, curing and also provision of steam curing. Cutting, making necessary cut-out/holes of required sizes for services in slab element after achieving required strength, yard handling & stacking all complete as per approved shop drawings & design mix as per the direction of the Engineer-in- charge. (Cost of strands should be paid separately). Note:Less cement used as par design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix — Extra for using M-50 (Cement content 425 kg) instead of M-40250mm thick hollow core slab | Metre | 39.00 |
| 32.1.2.6 | Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of different thickness & modular width 1200 mm in Controlled Factory Environment with approved methodology confirming to IS 10297:1982 by using long line casting method having arrangement of proper steel bed. Concreting should be done by batch mixing plant capable of producing zero slump concrete, transported through automatic shutters of standard make & layer on bed with the help of extruder/Slip former, finishing, curing and also provision of steam curing. Cutting, making necessary cut-out/holes of required sizes for services in slab element after achieving required strength, yard handling & stacking all complete as per approved shop drawings & design mix as per the direction of the Engineer-in- charge. (Cost of strands should be paid separately). Note:Less cement used as par design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix — Extra for using M-50 (Cement content 425 kg) instead of M-40300mm thick hollow core slab | Metre | 47.00 |
| 32.1.2.7 | Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of different thickness & modular width 1200 mm in Controlled Factory Environment with approved methodology confirming to IS 10297:1982 by using long line casting method having arrangement of proper steel bed. Concreting should be done by batch mixing plant capable of producing zero slump concrete, transported through automatic shutters of standard make & layer on bed with the help of extruder/Slip former, finishing, curing and also provision of steam curing. Cutting, making necessary cut-out/holes of required sizes for services in slab element after achieving required strength, yard handling & stacking all complete as per approved shop drawings & design mix as per the direction of the Engineer-in- charge. (Cost of strands should be paid separately). Note:Less cement used as par design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix — Extra for using M-50 (Cement content 425 kg) instead of M-40350mm thick hollow core slab | Metre | 55.00 |
| 32.1.2.8 | Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of different thickness & modular width 1200 mm in Controlled Factory Environment with approved methodology confirming to IS 10297:1982 by using long line casting method having arrangement of proper steel bed. Concreting should be done by batch mixing plant capable of producing zero slump concrete, transported through automatic shutters of standard make & layer on bed with the help of extruder/Slip former, finishing, curing and also provision of steam curing. Cutting, making necessary cut-out/holes of required sizes for services in slab element after achieving required strength, yard handling & stacking all complete as per approved shop drawings & design mix as per the direction of the Engineer-in- charge. (Cost of strands should be paid separately). Note:Less cement used as par design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix — Extra for using M-50 (Cement content 425 kg) instead of M-40400mm thick hollow core slab | Metre | 63.00 |
| 32.1.3.1 | Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of different thickness & modular width 1200 mm in Controlled Factory Environment with approved methodology confirming to IS 10297:1982 by using long line casting method having arrangement of proper steel bed. Concreting should be done by batch mixing plant capable of producing zero slump concrete, transported through automatic shutters of standard make & layer on bed with the help of extruder/Slip former, finishing, curing and also provision of steam curing. Cutting, making necessary cut-out/holes of required sizes for services in slab element after achieving required strength, yard handling & stacking all complete as per approved shop drawings & design mix as per the direction of the Engineer-in- charge. (Cost of strands should be paid separately). Note:Less cement used as par design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix — Extra for using M-60 (Cement content 440 kg) instead of M-40100mm thick hollow core slab | Metre | 27.00 |
| 32.1.3.2 | Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of different thickness & modular width 1200 mm in Controlled Factory Environment with approved methodology confirming to IS 10297:1982 by using long line casting method having arrangement of proper steel bed. Concreting should be done by batch mixing plant capable of producing zero slump concrete, transported through automatic shutters of standard make & layer on bed with the help of extruder/Slip former, finishing, curing and also provision of steam curing. Cutting, making necessary cut-out/holes of required sizes for services in slab element after achieving required strength, yard handling & stacking all complete as per approved shop drawings & design mix as per the direction of the Engineer-in- charge. (Cost of strands should be paid separately). Note:Less cement used as par design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix — Extra for using M-60 (Cement content 440 kg) instead of M-40120mm thick hollow core slab | Metre | 32.00 |
| 32.1.3.3 | Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of different thickness & modular width 1200 mm in Controlled Factory Environment with approved methodology confirming to IS 10297:1982 by using long line casting method having arrangement of proper steel bed. Concreting should be done by batch mixing plant capable of producing zero slump concrete, transported through automatic shutters of standard make & layer on bed with the help of extruder/Slip former, finishing, curing and also provision of steam curing. Cutting, making necessary cut-out/holes of required sizes for services in slab element after achieving required strength, yard handling & stacking all complete as per approved shop drawings & design mix as per the direction of the Engineer-in- charge. (Cost of strands should be paid separately). Note:Less cement used as par design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix — Extra for using M-60 (Cement content 440 kg) instead of M-40150mm thick hollow core slab | Metre | 40.00 |
| 32.1.3.4 | Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of different thickness & modular width 1200 mm in Controlled Factory Environment with approved methodology confirming to IS 10297:1982 by using long line casting method having arrangement of proper steel bed. Concreting should be done by batch mixing plant capable of producing zero slump concrete, transported through automatic shutters of standard make & layer on bed with the help of extruder/Slip former, finishing, curing and also provision of steam curing. Cutting, making necessary cut-out/holes of required sizes for services in slab element after achieving required strength, yard handling & stacking all complete as per approved shop drawings & design mix as per the direction of the Engineer-in- charge. (Cost of strands should be paid separately). Note:Less cement used as par design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix — Extra for using M-60 (Cement content 440 kg) instead of M-40200mm thick hollow core slab | Metre | 50.00 |
| 32.1.3.5 | Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of different thickness & modular width 1200 mm in Controlled Factory Environment with approved methodology confirming to IS 10297:1982 by using long line casting method having arrangement of proper steel bed. Concreting should be done by batch mixing plant capable of producing zero slump concrete, transported through automatic shutters of standard make & layer on bed with the help of extruder/Slip former, finishing, curing and also provision of steam curing. Cutting, making necessary cut-out/holes of required sizes for services in slab element after achieving required strength, yard handling & stacking all complete as per approved shop drawings & design mix as per the direction of the Engineer-in- charge. (Cost of strands should be paid separately). Note:Less cement used as par design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix — Extra for using M-60 (Cement content 440 kg) instead of M-40250mm thick hollow core slab | Metre | 63.00 |
| 32.1.3.6 | Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of different thickness & modular width 1200 mm in Controlled Factory Environment with approved methodology confirming to IS 10297:1982 by using long line casting method having arrangement of proper steel bed. Concreting should be done by batch mixing plant capable of producing zero slump concrete, transported through automatic shutters of standard make & layer on bed with the help of extruder/Slip former, finishing, curing and also provision of steam curing. Cutting, making necessary cut-out/holes of required sizes for services in slab element after achieving required strength, yard handling & stacking all complete as per approved shop drawings & design mix as per the direction of the Engineer-in- charge. (Cost of strands should be paid separately). Note:Less cement used as par design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix — Extra for using M-60 (Cement content 440 kg) instead of M-40300mm thick hollow core slab | Metre | 75.00 |
| 32.1.3.7 | Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of different thickness & modular width 1200 mm in Controlled Factory Environment with approved methodology confirming to IS 10297:1982 by using long line casting method having arrangement of proper steel bed. Concreting should be done by batch mixing plant capable of producing zero slump concrete, transported through automatic shutters of standard make & layer on bed with the help of extruder/Slip former, finishing, curing and also provision of steam curing. Cutting, making necessary cut-out/holes of required sizes for services in slab element after achieving required strength, yard handling & stacking all complete as per approved shop drawings & design mix as per the direction of the Engineer-in- charge. (Cost of strands should be paid separately). Note:Less cement used as par design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix — Extra for using M-60 (Cement content 440 kg) instead of M-40350mm thick hollow core slab 32.1.3.B 400mm thick hollow core slab | Metre | 88.00 |
| 32.2.1 | Fabrication and manufacturing of solid precast concrete element with provisions of shear keys, connecting loops, dowel tubes and proper lifting accessories for walls, beams, slabs, stairs, column etc, of various thickness, shape and size of different concrete grades manufactured in controlled factory environment with approved methodology including moulds (Pallet system, Tilts form, table moulds, battery moulds, vertical moulds, beam moulds, column moulds, staircase moulds, Facade mould, etc.), mixing, transporting and placing of concrete, vibrating, curing, finishing, making necessary cut-out/holes of required sizes for services, yard handling & stacking all complete as per IS 11447:1985 and as per approved shop drawings and design mix as per the direction of Engineer-in-Charge (Cost of reinforcement, Mechanical, Electrical and Plumbing inserts will be paid separately). Note:Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as par design mixConcrete grade M-35 (Cement content 370 kgs) | Cum | 10,719.00 |
| 32.2.2 | Fabrication and manufacturing of solid precast concrete element with provisions of shear keys, connecting loops, dowel tubes and proper lifting accessories for walls, beams, slabs, stairs, column etc, of various thickness, shape and size of different concrete grades manufactured in controlled factory environment with approved methodology including moulds (Pallet system, Tilts form, table moulds, battery moulds, vertical moulds, beam moulds, column moulds, staircase moulds, Facade mould, etc.), mixing, transporting and placing of concrete, vibrating, curing, finishing, making necessary cut-out/holes of required sizes for services, yard handling & stacking all complete as per IS 11447:1985 and as per approved shop drawings and design mix as per the direction of Engineer-in-Charge (Cost of reinforcement, Mechanical, Electrical and Plumbing inserts will be paid separately). Note:Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as par design mixExtra for using M-40 (Cement content 400 kg) instead of M-35 | Cum | 224.00 |
| 32.2.3 | Fabrication and manufacturing of solid precast concrete element with provisions of shear keys, connecting loops, dowel tubes and proper lifting accessories for walls, beams, slabs, stairs, column etc, of various thickness, shape and size of different concrete grades manufactured in controlled factory environment with approved methodology including moulds (Pallet system, Tilts form, table moulds, battery moulds, vertical moulds, beam moulds, column moulds, staircase moulds, Facade mould, etc.), mixing, transporting and placing of concrete, vibrating, curing, finishing, making necessary cut-out/holes of required sizes for services, yard handling & stacking all complete as per IS 11447:1985 and as per approved shop drawings and design mix as per the direction of Engineer-in-Charge (Cost of reinforcement, Mechanical, Electrical and Plumbing inserts will be paid separately). Note:Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as par design mixExtra for using M-50 (Cement content 425 kg) instead of M-35 | Cum | 411.00 |
| 32.2.4 | Fabrication and manufacturing of solid precast concrete element with provisions of shear keys, connecting loops, dowel tubes and proper lifting accessories for walls, beams, slabs, stairs, column etc, of various thickness, shape and size of different concrete grades manufactured in controlled factory environment with approved methodology including moulds (Pallet system, Tilts form, table moulds, battery moulds, vertical moulds, beam moulds, column moulds, staircase moulds, Facade mould, etc.), mixing, transporting and placing of concrete, vibrating, curing, finishing, making necessary cut-out/holes of required sizes for services, yard handling & stacking all complete as per IS 11447:1985 and as per approved shop drawings and design mix as per the direction of Engineer-in-Charge (Cost of reinforcement, Mechanical, Electrical and Plumbing inserts will be paid separately). Note:Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as par design mixExtra for using M-60 (Cement content 440 kg) instead of M-35 | Cum | 523.00 |
| 32.3 | Providing & laying in position Prestressing steel strands (low relaxation) on hollow core bed by using mechanical pulling arrangement like Rabbit/ Bed master including all accessories for Stressing & destressing operations as per approved make conforming to IS1343 & grade FY-1860 etc, complete as per drawings and direction of Engineer -in-charge | KG | 145.00 |
| 32.4.1 | Transportation of Precast Elements by flat bed Trailer (Double / Triple axle 40ft Length with proper accessories like A frame etc) from factory, including the cost of loading, unloading & stacking at site with the help of required capacity cranesLead within 15km | Tonne | 316.00 |
| 32.4.2 | Transportation of Precast Elements by flat bed Trailer (Double / Triple axle 40ft Length with proper accessories like A frame etc) from factory, including the cost of loading, unloading & stacking at site with the help of required capacity cranesAdd/Deduct over item 32.4.1 for every additional lead of 5 km | Tonne | 31.00 |
| 32.5.1 | Erection & Installation of Precast/Prestressed Concrete elements in correct & final position with proper line level and plumb at site making all arrangements (i.e. cranes, push-pull jacks & all another T & P for lifting Placing & Alignment of elements, within erection tolerance as per IS 15916 as per approved shop drawings and all complete as per the direction of Engineer-in Charge but excluding the cost of sim pads, non shrink grout and steel works i.e. hangers. All work up to fourth floorPrestressed hollow core Slab up to 200 mm | Sqm | 175.00 |
| 32.5.2 | Erection & Installation of Precast/Prestressed Concrete elements in correct & final position with proper line level and plumb at site making all arrangements (i.e. cranes, push-pull jacks & all another T & P for lifting Placing & Alignment of elements, within erection tolerance as per IS 15916 as per approved shop drawings and all complete as per the direction of Engineer-in Charge but excluding the cost of sim pads, non shrink grout and steel works i.e. hangers. All work up to fourth floorPrestressed hollow core slab above 200 mm up to 400 mm thickness | Sqm | 355.00 |
| 32.5.3 | Erection & Installation of Precast/Prestressed Concrete elements in correct & final position with proper line level and plumb at site making all arrangements (i.e. cranes, push-pull jacks & all another T & P for lifting Placing & Alignment of elements, within erection tolerance as per IS 15916 as per approved shop drawings and all complete as per the direction of Engineer-in Charge but excluding the cost of sim pads, non shrink grout and steel works i.e. hangers. All work up to fourth floorSolid concrete wall elements | Cum | 2,017.00 |
| 32.6.1 | Providing & Applying weather proof sealant on outer joints of approved make confirming to IS & directed by Engineer-in- chargeSealant 25mmx10mm at joints | Metre | 123.00 |
| 32.7.1 | Providing & Laying of levelling sim pads required sizes (5x5cm to 1Ox10cm) of PVC / Rubber to adjust level of bearing surface of supporting members as per the direction of Engineer in charge2mm thick | Each | 18.00 |
| 32.7.2 | Providing & Laying of levelling sim pads required sizes (5x5cm to 1Ox10cm) of PVC / Rubber to adjust level of bearing surface of supporting members as per the direction of Engineer in charge5 mm thick | Each | 24.00 |
| 32.7.3 | Providing & Laying of levelling sim pads required sizes (5x5cm to 1Ox10cm) of PVC / Rubber to adjust level of bearing surface of supporting members as per the direction of Engineer in charge10 mm thick | Each | 37.00 |
| 32.8.1 | Providing & Grouting of dowel tubes / Shear keys / Joints of precast members with M-60 grade cementitious grout (Non Shrink) of approved make by suitable means ( Free flowing /pump),curing etc. Complete as per directions of Engineer-in- charge. (The payment shall be made on the basis of actual weight of approved grout injected.)Stirrer mixed cementitious grout (non shrink) of approved make in dowel tubes/ Shear keys/ Joints of precast members. COLD FORM LIGHT GAUGE STEEL FRAMED STRUCTURE | KG | 53.00 |
| 32.9 | Designing, providing, installing and fixing factory finished custom designed cold form Light Gauge Steel Framed super structure comprising of steel wall panel, trusses, purlins etc manufactured out of minimum 0.75 mm thick steel sheet as per design requirements. The steel sheet shall be galvanized (AZ-150gms Aluminium Zinc Alloy coa'8d sl8el having minimum yield strength 300-550 Mpa) conforming to AISI specifications and IBC 2009 for cold formed steel framing and construction and also as per IS: 875-1087, ISO 800-1984 and IS:801· 1975. The wind load shall be as per provisions of IS 875 (part -111). LGSFS frame shall be designed as per IS: 801 using commercially available software such as Frame CAD Pro-11.7/ STAAD PRO V8i/ArchitekV2.5.18/ Rivet architecture-2011 or equivalent. Proper usage of Connection Accessories like Heavy Duty Tension Ties, Light Duty Hold-<>ns, Twist Strap, (to connect truss with wall frames), Strong Tie, Tie Rod, H-Brackets, Boxing Sections, L· Shaped Angles for better structural stability. The framing section shall be cold form C· type having minimum web depth 89 mm x 39mm flange x 11 mm lip in required length as per structural design requirement duly punched with dimple/slot at required locations as per approved drawings. The slots will be along centre line of webs and shall be spaced minimum 250mm away from both anda of the member. The frame can be supplied in panellized or knock down condition in specific dimensions and fastened with screws extending through the steel beyond by minimum of three exposed threads. All self drilling lapping screws for joining the members shaU have a Type II coating in accordance with ASTM B633(13) or equivalent corrosion protection of gauge 1 o & 12, TPI 16 & 8 of length 20mm. The frames shall be fixed to RCC slab or Tie beam over Neoprene rubber using self expanding carbon steel anchor bolt of dia as per approved drawings. design subject to minimum 12mm diameter and 121 mm length conforming to AISI 304 and 318 at 500mm c/c with minimum embeclment of 100mm in RCC (RCC to be paid separately) and loca'8d not more than 300mm from comers or termination of bottom tracks complete in all respects. The item also includes the submission of stability reports duly examined and issued by any NrT/IIT. The rate includes the concept design, detailed design, fabrication of sections, transportation, installation and all required fixing arrangement at site as described above | KG | 191.00 |
| 32.10 | Providing and fixing of external wall system on Light gauge steel frame work with outer face having 6mm thick heavy duty fibre cement board fixed on 9mm thick heavy duty fibre cement board confirming to IS 14862:2000, category IV type A (High pressure steam cured) as per standard sizes fixed with self-drilling / taping screws/ fasteners @ 60cm c/c of approved make. A grove of 2 mm to 3mm shall be maintained and groves shall be sealed with silicon based sealant. The board shall be fixed in a staggered pattern. Screws shall be of counter sunk rib head of 1.60mm to 4 mm thick of 8 to 10 gauge of length varying from 25 to 45 mm and internal face 12.5mm thick gypsum plaster board fixed on 8mm thick fibre cement board confirming to IS 14862:2000 of category Ill type B (High pressure steam cured) as per standard sizes fixed with self-drilling I taping screws/ fasteners @ 60cm c/c of approved make, proper taping and jointing to be done using fibre mesh tape and epoxy and acrylic based jointing compound for seamless finish.(cost of frame work to be paid for separately) | Sqm | 2,908.00 |
| 32.11 | Providing and fixing internal wall panels on Light gauge steel frame work with 12.5mm thick gypsum plaster board conforming IS 2095:2011 fixed on 8mm thick fibre cement board conforming to IS 14862:2000 of category Ill type B (High pressure steam cured) as per standard sizes fixed with self-drilling / taping screws / fasteners@ 60cm c/c of approved make, Screws shall be of counter sunk rib head of 1.60mm to 4 mm thick of B to 1O gauge of length varying from 25 to 45 mm. Proper taping and jointing to be done using fibre mesh tape and epoxy and acrylic based jointing compound for seamless finish.(cost of frame work to be paid for separately) EPS CORE WALLS AND ROOF PANELS | Sqm | 1,825.00 |
| 32.12 | Providing and fixing in position, 200 mm thick factory made Expanded Polystyrene Core (EPS Core) wall panels consisting of EPS core sandwiched between two Engineered sheets of welded wire fabric mesh duly finished with shotcrete materials on outer faces. The fabric mesh shall be made of 3 mm dia G.I. wire mesh with 50 mm pitch in both the directions and on both faces of the wall, kept at 120-135 mm gap and connected by the zig zag G.I. wire of 3 mm dia at alternate row by welding (at an angle ranging from 50-70 degree). The EPS core shall consist of 100 mm thick EPS of density not less than 20 kg/ per cum Both the outer faces of the panel shall be finished by applying the layer of 50 mm thick cement mortar 1:3 {1 cement: 3 coarse sand (not having more than 40% stone chips of size up to 6 mm)} A with the help of Shotcreting/guniting equipment etc at a pressure not less than 1 bar (100Kn/m2) and both surfaces finished with trowel. Fixing operations of wall panels shall be completed in all respect as per drawings and specifications and under the overall direction of the Engineer-in-charge | Sqm | 3,006.00 |
| 32.13 | Providing and fixing in position, 230mm thick factory made Expanded Polystyrene Core (EPS Core) roof/floor panels made of 3 mm dia G I.. wire mesh with 50 mm pitch in both the directions and on both faces of panel, kept at 120-135 mm gap and connected by the zig zag G.I. wire of 3 mm dia at alternate row by welding (at an angle ranging from 50-70 degree). The EPS core shall consist of 100 mm thick EPS of density not less than 20kg/ per cum The bottom side of the panel shall be finished by applying a layer of 60-65 mm thick cement mortar 1: 3 {1 cement: 3 coarse sand (not having more than 40% stone chips of size up to 6 mm)} A with the help of Shotcreting equipment etc at a pressure of not less than 1 bar (100Kn/m2) and surface finished with trowel. The top face of the panel shall be provided and finished by applying 70-75 mm thick layer of cement concrete 1:1.5: 3 (1 cement:1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size). Fixing operations of roof/floor panels shall be completed in all respect as per drawings and specifications and under the overall direction of the Engineer-in-charge | Sqm | 3,256.00 |
| 32.14 | Providing and fixing in position, 130 mm thick factory made Expanded Polystyrene Core (EPS Core) wall panels consisting of EPS core sandwiched between two Engineered sheets of welded wire fabric mesh duly finished with shotcrete materials on outer faces. The fabric mesh shall be made of 3 mm dia zinc coated G.I. wire mesh with 50 mm pitch in both the directions and on both faces of the wall and connected by GI wire of 3mm dia at alternate row by welding. The EPS core shall consist of 60 mm thick EPS of density not less than 16 kg/ per cum Both the outer faces of the panel shall be finished by applying the layer of 35 mm thick cement mortar 1: 3 {1 cement: 3 coarse sand (not having more than 40% stone chips of size up to 6 mm)} with the help of Shotcreting/guniting equipment etc at a pressure not less than 1 bar (1O OKN/m2) and both surfaces finished with trowel. Fixing operations of wall panels shall be completed in all respect as per drawings and specifications and under the overall direction of the Engineer-in-charge | Sqm | 1,511.00 |
| 32.15.1 | Providing and fixing in position factory made EPS cement sandwich wall/roof/floor light weight solid core panels made of core material of EPS granule balls/beads (conforming to IS 4671: 1984 and shall have density not less than 15kg per cum) adhesive, cement, sand, Flyash and other bonding material in mortar state processed to form in a preset mould. The outer face on both sides of the panels will be non asbestos fibre cement board confirming to IS 14862:2000 or Calcium silicate board confirming to EN 14306:2009 of 5mm thick each. Panel shall be laid on 6mm thick cement mortar (1 cement: 2 fine sand) mixed with chemical adhesive of 0.5kg per 50kg of cement or shall be preferably fixed into 'C' channel made of 1.2mm thick MS plate screwed/fastenened to the slab/column/beam etc. The panel shall fixed vertically with tongue and groove joint and horizontally locked with steel bar between each other and floors and filled with cement mortar and adhesive. Panels should be used as floor & roofing with additional structural support, steel or RCC depending upon the design. All the operation shall be completed in all respect as per drawings, Manufacturers specifications and under the overall direction of Engineer-in-Charge (Cost of all the material is included except "C channel" which will be paid separately)Non load bearing panels 50mm thick of required size | Sqm | 1,059.00 |
| 32.15.2 | Providing and fixing in position factory made EPS cement sandwich wall/roof/floor light weight solid core panels made of core material of EPS granule balls/beads (conforming to IS 4671: 1984 and shall have density not less than 15kg per cum) adhesive, cement, sand, Flyash and other bonding material in mortar state processed to form in a preset mould. The outer face on both sides of the panels will be non asbestos fibre cement board confirming to IS 14862:2000 or Calcium silicate board confirming to EN 14306:2009 of 5mm thick each. Panel shall be laid on 6mm thick cement mortar (1 cement: 2 fine sand) mixed with chemical adhesive of 0.5kg per 50kg of cement or shall be preferably fixed into 'C' channel made of 1.2mm thick MS plate screwed/fastenened to the slab/column/beam etc. The panel shall fixed vertically with tongue and groove joint and horizontally locked with steel bar between each other and floors and filled with cement mortar and adhesive. Panels should be used as floor & roofing with additional structural support, steel or RCC depending upon the design. All the operation shall be completed in all respect as per drawings, Manufacturers specifications and under the overall direction of Engineer-in-Charge (Cost of all the material is included except "C channel" which will be paid separately)Non load bearing panels 60mm thick of required size | Sqm | 1,209.00 |
| 32.15.3 | Providing and fixing in position factory made EPS cement sandwich wall/roof/floor light weight solid core panels made of core material of EPS granule balls/beads (conforming to IS 4671: 1984 and shall have density not less than 15kg per cum) adhesive, cement, sand, Flyash and other bonding material in mortar state processed to form in a preset mould. The outer face on both sides of the panels will be non asbestos fibre cement board confirming to IS 14862:2000 or Calcium silicate board confirming to EN 14306:2009 of 5mm thick each. Panel shall be laid on 6mm thick cement mortar (1 cement: 2 fine sand) mixed with chemical adhesive of 0.5kg per 50kg of cement or shall be preferably fixed into 'C' channel made of 1.2mm thick MS plate screwed/fastenened to the slab/column/beam etc. The panel shall fixed vertically with tongue and groove joint and horizontally locked with steel bar between each other and floors and filled with cement mortar and adhesive. Panels should be used as floor & roofing with additional structural support, steel or RCC depending upon the design. All the operation shall be completed in all respect as per drawings, Manufacturers specifications and under the overall direction of Engineer-in-Charge (Cost of all the material is included except "C channel" which will be paid separately)Non load bearing panels 75mm thick of required size | Sqm | 1,485.00 |
| 32.15.4 | Providing and fixing in position factory made EPS cement sandwich wall/roof/floor light weight solid core panels made of core material of EPS granule balls/beads (conforming to IS 4671: 1984 and shall have density not less than 15kg per cum) adhesive, cement, sand, Flyash and other bonding material in mortar state processed to form in a preset mould. The outer face on both sides of the panels will be non asbestos fibre cement board confirming to IS 14862:2000 or Calcium silicate board confirming to EN 14306:2009 of 5mm thick each. Panel shall be laid on 6mm thick cement mortar (1 cement: 2 fine sand) mixed with chemical adhesive of 0.5kg per 50kg of cement or shall be preferably fixed into 'C' channel made of 1.2mm thick MS plate screwed/fastenened to the slab/column/beam etc. The panel shall fixed vertically with tongue and groove joint and horizontally locked with steel bar between each other and floors and filled with cement mortar and adhesive. Panels should be used as floor & roofing with additional structural support, steel or RCC depending upon the design. All the operation shall be completed in all respect as per drawings, Manufacturers specifications and under the overall direction of Engineer-in-Charge (Cost of all the material is included except "C channel" which will be paid separately)Non load bearing panels 90mm thick of required size | Sqm | 1,785.00 |
| 32.15.5 | Providing and fixing in position factory made EPS cement sandwich wall/roof/floor light weight solid core panels made of core material of EPS granule balls/beads (conforming to IS 4671: 1984 and shall have density not less than 15kg per cum) adhesive, cement, sand, Flyash and other bonding material in mortar state processed to form in a preset mould. The outer face on both sides of the panels will be non asbestos fibre cement board confirming to IS 14862:2000 or Calcium silicate board confirming to EN 14306:2009 of 5mm thick each. Panel shall be laid on 6mm thick cement mortar (1 cement: 2 fine sand) mixed with chemical adhesive of 0.5kg per 50kg of cement or shall be preferably fixed into 'C' channel made of 1.2mm thick MS plate screwed/fastenened to the slab/column/beam etc. The panel shall fixed vertically with tongue and groove joint and horizontally locked with steel bar between each other and floors and filled with cement mortar and adhesive. Panels should be used as floor & roofing with additional structural support, steel or RCC depending upon the design. All the operation shall be completed in all respect as per drawings, Manufacturers specifications and under the overall direction of Engineer-in-Charge (Cost of all the material is included except "C channel" which will be paid separately)Non load bearing panels 100mm thick of required size FIBRE REINFORCED LIGHT WEIGHT WALL AND ROOF PANELS | Sqm | 2,119.00 |
| 32.16.1 | Providing and fixing in position factory made non asbestos fibre reinforced aerated cement sandwich wall/roof/floor light weight solid core panels made of light weight cement concrete core composed of OPC cement, pulverized Flyash, quick lime, cotton pulp & Gypsum in mortar state mixed with aeration agent in a preset mould. The outer face on both sides of the panels will be non asbestos fibre cement board confirming to IS 14862:2000. These solid wall panels are installed using Galvanized iron steel tracks/C channel of 1m m thick of required sizes as recommended by manufacturer's and fixed to floor and RCC soffit in plumb to each other with steel screw/fasteners. The panel shall be fixed vertically with tongue & groove joint with cement based polymer modified jointing compound. The exposed surface finished with fibre mesh/glass fibre tape with polymer based jointing compound having superior flexibility. Panels should be used as floor & roofing with additional structural support, steel or RCC depending upon the design. All the operation shall be completed in all respect as per drawings, Manufacturers specifications and under the overall direction of Engineer-in-Charge (Cost of all the material is included except ''tracks/C channel" which will be paid separately)Non load bearing panels 50mm thick of required size (minimum 4mm thick fibre cement board) | Sqm | 1,039.00 |
| 32.16.2 | Providing and fixing in position factory made non asbestos fibre reinforced aerated cement sandwich wall/roof/floor light weight solid core panels made of light weight cement concrete core composed of OPC cement, pulverized Flyash, quick lime, cotton pulp & Gypsum in mortar state mixed with aeration agent in a preset mould. The outer face on both sides of the panels will be non asbestos fibre cement board confirming to IS 14862:2000. These solid wall panels are installed using Galvanized iron steel tracks/C channel of 1m m thick of required sizes as recommended by manufacturer's and fixed to floor and RCC soffit in plumb to each other with steel screw/fasteners. The panel shall be fixed vertically with tongue & groove joint with cement based polymer modified jointing compound. The exposed surface finished with fibre mesh/glass fibre tape with polymer based jointing compound having superior flexibility. Panels should be used as floor & roofing with additional structural support, steel or RCC depending upon the design. All the operation shall be completed in all respect as per drawings, Manufacturers specifications and under the overall direction of Engineer-in-Charge (Cost of all the material is included except ''tracks/C channel" which will be paid separately)Non load bearing panels 75mm thick of required size (minimum 5mm thick fibre cement board) | Sqm | 1,250.00 |
| 32.17 | Supplying of standard quality GFRG panel of 124 mm thickness with modular cavities purchased from GFRG panel manufacturing plant in the country, cut to required wall sizes and floor/ roof slab sizes in correct length and height, including cutting of door, window and ventilator opening as per the cutting drawing prepared by architects /design engineers for the construction of GFRG building and loaded in stillages for transportation to the construction site. Cost of panel includes security deposits, hire charges of stillages & jaws, cost of transportation in trucks/ lorries without any damages up to 300kms including all leads and lifts from GFRG manufacturing plant to construction site and unloading at site using suitable fork lift/ crane. (Payment shall be made on the basis of area of one side of panel without reduction of opening of door/ window / ventilator). For transportation above 300kms, additional charges to be paid | Sqm | 1,195.00 |
| 32.18 | Erection of GFRG Panels in walls in all floors using suitable crane as per instructions of Engineer-in-Charge, as per cutting drawings and structural drawings, in perfect line and plumb, above RCC plinth beam/GFRG panel below and provide necessary lateral/ slanting support to keep the wall panel in safe position, providing & tying of Reinforcement as per structural drawings and applying a coat of water repellent coating ZycosiVequivalent or equivalent product (1 Zycosil/equivalent compound:10 water) to saturation level over RCC plinth beam to provide water proofing treatment to joint between wall panel & plinth beam as per the guide lines / instruction by the engineer in charge. (Cost of reinforcement, water proofing of walls and plinth bearn/GFRG panel below joints and installation of door/ window frames before filling of concrete shall be paid separately). The rate quoted shall include making provision for laying of lintels, beams, sunshades, staircase beams, lofts, plumbing work, electrical conduits and any structural insertion etc., as per the drawing and direction of the engineer in charge. The payment shall be made based on the actual exposed area (one side only) of the panel. Note: i) When cutting panel, "A" side is to be for outside or external surface of respective external wall and B side is to be for internal surface of wall ii)Erection of panel is to be with reference to both building plan & cutting drawing by following notational mark indicated in the cutting drawing as well as notional mark written on each panel cut as per cutting drawing | Sqm | 194.00 |
| 32.19 | Filling of empty cavities (as shown in the structural design drawing) with quarry dust mixed with 5% cement (by volume). After initial infill of 50 mm thick with M25 concrete at base/bottom of cavities to seal off, infill wall panel cavities in 3 stages as detailed below, (i) 1st pour I infill to be limited to 0.3 to 0.50 m height from bottom of the panel. (ii) 2nd Pour/ infill: infilling shall be done only after 90 minutes interval between successive pours. The maximum height of infill shall be restricted to 1.5m height or up to the top level of door I window. (iii) 3rd pour/infill: After an interval of 90 minutes of second pour, infill or pour the balance height up to the bottom of embedded RCC tie beam. Pour enough water just required to dampen the dry mix enough to form cake form after each stage. (cost of laying M25 concrete shall be paid separately) (If any rain falls in between any stages of concrete pour, make sure to cover the panel top to prevent ingress of water or water falling into the cavities. In case of water collection over the concrete inside the panel, drill 10mm hole in GFRG panel immediately above concrete filled level to drain out water before pour/in-fill of balance concreting) | Cum | 2,118.00 |
| 32.20 | Laying of GFRG panel as roof / floor slab panel and staircase panel using suitable crane as per instructions of Engineer-in- Charge, including providing support system with 25mm x 300mm- 400 mm wide plywood, as runner with proper prop below proposed micro beams including (a) Cutting of top flange of panel to 180 mm wide (leaving 25mm projection on either side) to provide RCC embedded micro beam as per cutting drawings and structural drawings. (b) Reinforcement for micro beams and tie beams to be provided in position with proper anchorage as per structural drawings. (c) Provision for Electrical cabling, fan hooks and laying of pipes for plumbing work. (d) Concreting of Tie beam, micro beam and top of GFRG panels (50 mm thick) with M-25 cement concrete mix using coarse aggregate of size less than 20 mm including laying of 10 gauge 100x100 size weld mesh with 25 mm effective cover from the panel top | Sqm | 221.00 |
| 32.21 | Application of ZMB 60/equivalent solution (100 Kg ZMB 60/equivalent, 1 litre ZMB Nano Thinner, 20 litre water & 1 litre Zycoprime/equivalent = 122 litre/kg) over already applied coat of Zycosil/equivalent & Zycoprime/equivalent solution on the top of all the RCC plinth beams by brush/spray coat before erection of GFRG over RCC plinth beams in GF. In the case of upper floors 150 mm wide on floor slab for all the external walls, bath/toilet/wet areas (3 hrs drying time) before erection of wall panel on upper floors including erection of parapet wall | Sqm | 216.00 |
| 32.22 | After erection of GFRG wall panels, seal all GFRG wall joints with paper tape temporarily. Water proofing treatment of vertical joints with Zycosil/equivalent water proofing Solution (1 litre of Zycosil/equivalent & 20 litres of water stirred first & 2 litres of Zycoprime/equivalent added and stirred (total 23 litres)) with 50 ml syringe till the gap and in filled concrete is completely saturated. After removing the paper seal, seal off the vertical joints with water proofing material "Grout RW/equivalent " (Sealing cost excluded.) | Metre | 54.00 |
| 32.23 | Filling of joints between RCC plinth beam / floor slab and wall panel of external walls, toilet / bath room / wet areas walls on all floor and parapet wall over roof slab, stair case head room at the time of erection of GFRG panels with Grout RW/equivalent sealant compound after the erection of panel before the infill of concrete in panel cavities and fine finish. This applies for all horizontal and vertical joints between GFRG wall and slab panels. SLIP FORM SHUTTERING SYSTEMS | Metre | 27.00 |
| 32.24 | Providing and fixing of customized Aluminium formwork for monolithic construction RCC members with a repetitive usage of 100 times using grade 5052 aluminium for panel sheets of minimum 4 mm thick and grade 6061 (Type-6) aluminium for extruded sections. The form work includes of beam components i.e. beam side panel, prop head for soffit beam, beams soffit panel, beam soffit bulk head and deck components i.e. deck panel, deck prop, prop length, deck mid, soffit length, deck beam bar and wall components i.e. wall panel, rocker, kiker and internal soffit comer, external soffit comer, external comer, internal comer etc.,The panels are held in position by a simple pin and wedge system that passes through holes in the out side rib of each panel. The tolerance of finished panels to be (-1 mm), and shall conform to IS 14687-1999. Pins and wedges to be made of high grade mild steel, all complete as per direction of Engineer-in charge.(Cost of RCC work shall be paid separately) | Sqm | 139.00 |
| 32.25 | Designing, Providing, installing and fixing factory finished customed design Pregalvanized high tensile steel joists manufactured from G350 2275 confirming to IS:277-1992, minimum coating of galvanizing 275 gm/sqm, minimum yield stress 35 MPa & minimum tensile strength of 380 MPa placed 1.23 metre apart to support the load of slab etc as per the design & directions of Engineer-in-Charge | KG | 125.00 |
| 32.26 | Providing and fixing special adjustable lock bars of mild steel E- 250 to support the temporary plywood for work between joists during construction as per design & directions of the Engineer-in charge | KG | 10.00 |
| 32.27.1 | Centering and shuttering with 12mm thick shuttering plywood confirming to IS 4990:2011 and removal of form at all heights. Plywood will be supported on lock barsSuspended floors, roofs, landings, balconies and access platform | Sqm | 77.00 |
| 32.28 | Providing and fixing roofing consist of 0.8 mm thick galvanized steel deck sheet confirming to IS 277:1992 used as permanent shuttering over which MS wire mesh 3mm laid at 100x100 mm grid including edge trim covered with concrete. This metal deck will be supported on structural steel beam with shear studs. (Structural steel like Beam, column, joists etc. & concrete of different grade as per design will be paid separately). USE OF C&D WASTE | Sqm | 1,114.00 |
| 32.29.1 | Providing and laying factory made Precast concrete solid blocks of 200 mm thickness of grade M10 made of C&D waste from approved manufacturer in foundation and plinth inCement mortar 1:6 (1 cement: 6 coarse sand) | Cum | 4,648.00 |
| 32.30.1 | Providing and laying factory made Precast concrete solid blocks of 200 mm thickness of grade M10 made of C&D waste from approved manufacturer in superstructure above plinth level up to floor IV levelCement mortar 1:6 (1 cement: 6 coarse sand) | Cum | 5,020.00 |
| 32.31.1 | Providing and laying half block masonry with factory made Precast concrete solid blocks of 100 mm thickness of grade M10 made of C&D waste from approved manufacturer in foundation and plinth inCement mortar 1:4(1 cement: 4 coarse sand) | Sqm | 515.00 |
| 32.32.1 | Providing and laying half block masonry with factory made Precast concrete solid blocks of 100 mm thickness of grade M10 made of C&D waste from approved manufacturer in superstructure above plinth level up to floor IV levelCement mortar 1:4 ( 1 cement: 4 coarse sand) | Sqm | 573.00 |
| 32.33 | Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. THERMAL INSULATION | Sqm | 562.00 |
| 32.34 | Providing and fixing of external thennal insulation and composite system with First layer of self-extinguishing type Expanded Polystyrene (EPS) insulation boards of 120 mm thick ( max 1mX0.5m section), confinning to IS 4671:1984, having thennal conductivity of 0.034 W/mK, (measured as per IS 3346-1980), density of 20-24 kg/m3 measured as per IS 5688-1982, Fire retardant property self-extinguishing type as per EN 13501-1, bonded with special polymer modified cementitious adhesive confirming to EOTA ETAG 004 (European Technical Approval) formulated to bond polystyrene insulation boards to typical mineral substrate (according to ETAG 004) and Polypropylene mechanical fasteners with plastic pin confirming to EOTA ETAG 014 (European Technical Approval) having dia 10mm & L=200mm on finished level wall and the junction between two adjacent EPS boards to be sealed with low expansion moisture cure Polyurethane Foam. Second layer consists of Fibreglass mesh covered with alkali-resistant coating, mass per unit area i?!145 grn/m2, mesh size: 3.9x4.0 mm ±10% embedded in special polymer modified cementitious Base Coat with hydrophobes and the comers will be protected with Comer-beads with alkali resistant mesh wings at least 10 cm wide, mesh mass per unit area min 145 gm/m2 • The surface will be levelled, finished, made smooth complete in all respect as per manufactures specification and as per directions of Engineer-in-Charge | Sqm | 2,654.00 |
| 32.35 | Supplying and fixing 10 Gauge weld mesh of size 100mm x100 mm for floor/roof slab concrete screed over the micro beams as reinforcement. The weld mesh shall be fixed as per drawing. NEW MATERIALS AntiCrak Alkali resistant glass fibres | Sqm | 214.00 |
| 32.36 | Providing and mixing of Cemfil AntiCrak Alkali resistant glass fibres to arrest the plastic shrinkage, cracking & improve the perfonnance of concrete, flooring, renders or other special mortar mixes and to provide as a secondary reinforcement in concrete at 600 gms /cum of concrete and containing minimum 127 millions of fibres of length 12mm, diameter 14 microns, specific gravity 2.68 g/cm3, modulus of elasticity 72 Gpa and having the aspect ratio (length/dia) of 857, including cost of labour, material and HOM etc. complete as per directions of Engineer-in-charge. Technical Specifications: High dispersion Alkali Resistant (Zirconia content minimum 16%) chopped micro glass fibre as per ASTM C 1666/C 1666 M-07 Type 11, to control cracking processes that can take place during the entire life-span of concrete, from cracks due to volume changes in fresh(settlement and plastic shrinkage) and hardened states (thennal and drying shrinkage),to post-crack load-bearing capacity contribution having Filament diameter (ASTM D 578) 14 micron, Filament length 12mm (112·), Specific gravity (ASTM D 3800) 2.68 g/cm3, Loss of Ignition (ISO 1980:1980) 0.55%, Moisture Content (ISO 3344:1977) max 0.3%, Tensile Strength 1700 Mpa, Softening Point 860 Deg C, Dosage 600 g/m3 or 85 gms/50 kgs of cement bag | KG | 473.00 |
| 32.37 | Providing and mixing of Cemfil AntiCrak Alkali resistant glass fibres to act as a replacement of steel reinforcement in supported slabs/deck slab in residential and commercial buildings, industrial slabs on-ground, compression layers, pavements and precast concrete to provide secondary reinforcement in concrete to control plastic, thermal and dry shrinkage cracking at 5 kg/cum of concrete, fibre of length 36mm, filament diameter 19 micron, specific gravity 2.68 g/cm3, modulus of elasticity 72 Gpa and having the aspect ratio (length/dia) of 67, including cost of labour, material and HOM etc. complete and as per directions of Engineer-in-charge. Technical Specifications: High Performance Alkali Resistant (Zirconia content minimum 16%) glass macro fibre as per ASTM C 1666/C 1666 M-07 Type II, engineered to reinforce against plastic, thermal and drying shrinkage cracking having aspect ratio (length/diameter) 67, fibre length 36 mm, specific gravity (ASTM D 3800) 2.68 g/cm3, loss of ignition (ISO 1980:1980) 0.55%, moisture content (ISO 3344:1977) max 0.3%, Tensile Strength 1700 Mpa, Softening Point 860 deg C | KG | 4,648.00 |
| 32.38 | Coloured and textured imprinted cast in place concrete flooring applying finishing of the top surface by sprinkling of colour hardener @ 2.5 Kg per sqm comply with ASTM C 979, floating and levelling the surface, application of release agent, imprint the design in concrete with imprinting tools, cleaning the surface with water jet (next day) and application of acrylic based sealer for complete finishing. Work included by providing and laying 75mm thick M-30 grade concrete and mixing of Chopped Glass Fibre as per ASTM C 1666/C 1666 M-07 Type II, Filament diameter (ASTM D 578) 14 micron, Filament length 12mm (1/2"), Specific gravity (ASTM D 3800) 2.68 g/cm3, Tensile Strength 1700 Mpa, dosage 600 g/m3 or 85 gms/50 kgs of cement bag, well compaction for necessary finish of top surface, side supports, levelling, pumping, curing compound etc., complete treatment of construction joints by groove cutting of 4mmx 20mm panel size approx 3x3mtr and filling the same with baker road and providing PU joint sealer etc. and as per directions of Engineer-in-charge. THERMAL INSULATION | Sqm | 1,935.00 |
| 32.39 | Providing and fixing 50 mm thick extruded polystyrene rigid insulation board of required size between cavity wall, complying with ISO 4898:2008 & ASTM C 578-08b - type VI, having thermal conductivity of 0.0289 W/m K as per ASTM C 578 (measured as per IS 3346), compressive strength of> 350 kPa listed as per ASTM D 1621, density of 34-36 kg/m3 as per ASTM D 1622, water absorptions:S 1% by volume as per ASTM D 2842, oxygen index of 24.1 to 28.1 listed as per ASTM D 2863, cell size 0.4 mm of dia (max) as per ASTM D 3576. Fire retardant property as per DIN 4102, Part 1 of class 82 and as per ASTM E84 class A, fixed with suitable water based adhesive and fastener, complete in all respect as per the direction of Engineer-in-Charge | Sqm | 734.00 |
| 32.40 | Providing and fixing 50 mm thick extruded polystyrene rigid insulation board of required size under deck on ceiling surface, complying with ISO 4898:2008 & ASTM C 578-08b - type VI, having thermal conductivity of 0.0289 W/m K as per ASTM C 578 (measured as per IS 3346), compressive strength of> 350 kPa listed as per ASTM D 1621, density of 34-36 kg/cum as per ASTM D 1622, water absorptions s 1% by volume as per ASTM D 2842, oxygen index of 24.1 to 28.1 listed as per ASTM D 2863, cell size 0.4 mm of dia (max) as per ASTM D 3576. Fire retardant property as per DIN 4102, Part 1 of class B2 and as per ASTM EB4 class A, fixed with suitable water based adhesive and fastener, complete in all respect as per the direction of Engineer-in-Charge. ROOFING & CEILING ALUMINIUM PROFILE SHEET ROOFING | Sqm | 764.00 |
| 32.41.1 | Providing at all heights, levels and locations Aluminium profile industrial troughed sheet of Alloy 31500/31000/40800, conforming to IS 1254, IS 737, IS 2676. The sheet shall be fixed using self drilling/self tapping SS screws of size 5.5x65 mm with EPDM seal complete up to required pitch in horizontal, vertical or curved surfaces i/c cutting to size and shape where required as per specifications, detail drawings and direction of Engineer-in Charge. The rate shall be inclusive of all screws, seal, ridge, labour, scaffolding, machinery for fixing and approved sealant where required etc. but excluding the cost of pur1ins, rafters and trusses0.71 mm thick, the profile detail width 1044/920 mm, cover width 1000/875 mm | Sqm | 902.00 |
| 32.41.2 | Providing at all heights, levels and locations Aluminium profile industrial troughed sheet of Alloy 31500/31000/40800, conforming to IS 1254, IS 737, IS 2676. The sheet shall be fixed using self drilling/self tapping SS screws of size 5.5x65 mm with EPDM seal complete up to required pitch in horizontal, vertical or curved surfaces i/c cutting to size and shape where required as per specifications, detail drawings and direction of Engineer-in Charge. The rate shall be inclusive of all screws, seal, ridge, labour, scaffolding, machinery for fixing and approved sealant where required etc. but excluding the cost of pur1ins, rafters and trusses0.91 mm thick, the profile detail width 1044/920 mm, cover width 1000/875 mm. CALCIUM SILICATE FIBRE REINFORCED CEILING TILES | Sqm | 1,158.00 |
| 32.45 | Providing and fixing 15 mm thick false ceiling tiles at all heights with integral densified calcium silicate reinforced with fibre and natural filler false ceiling tiles of Size 595x595 mm of approved texture, design and patterns having NRC (Noise Reduction coefficient) of 0.50 (minimum) as per IS 8225:1987, Light reflectance of 85% (minimum). Non combustible as per BS:476 (part-4), fire performance as per BS:476 (part 6 &7), humidity resistance of 100%, thermal conductivity < 0.043 W/m K as per ASTM 518:1991,in true horizontal level on the existing frame work consisting of T-sections and Lsections suitably fixed according to tile size as per direction of Engineer-in-charge. GLASS FIBRE REINFORCED GYPSUM CEILING TILES | Sqm | 1,110.00 |
| 32.48 | Providing & Fixing in place metallic all plain Non Fire doors finished with Powder Coating In Regular RAL shades. Over all of thickness of the shutter to be 46mm thick manufactured from 0.8mm GPSP Galvanised Steel Sheet confirming to IS:277 with provision of Reinforcement Pad and necessary provision for receiving the appropriate hardwares.The Shutter shall have Paper Honeycomb core in fill. Door shall be coated with pure polyester/Epoxy Polyester powder having thickness of 60-80 micron as per directions of Engineer-in-charge | Sqm | 3,795.00 |
| 32.49 | Providing & Fixing in place metallic all embossed Non Fire doors ( Embossed sheet in single side of door) finished with Powder Coating In Regular RAL shades as desired by Engineer- In- Charge. Over all of thickness of the shutter to be 46mm thick manufactured from 0.8mm GPSP Galvanised Steel Sheet confirming to (IS277) with provision of Reinforcement Pad and necessary provision for the receiving appropriate hardwares. The Shutter shall be filled with Paper Honeycomb core in fill. Doors should be Coated with pure polyester/Epoxy Polyester powder having coating thickness of 60-80 micron | Sqm | 4,204.00 |
| 32.50 | Providing & Fixing in place metallic all Plain Wood finish Non Fire doors finished with wooden shades as desired by Engineer In-Charge. Over all of thickness of the shutter to be 46mm thick manufactured from 0.8mm GPSP Galvanised Steel Sheet confirming to (IS277) With provision of Reinforcement Pad and necessary provision for the receiving appropriate hardwares.The Shutter shall be filled with Paper Honeycomb core in fill. Doors to be Coated with pure polyester/Epoxy Polyester powder having coating thickness of 60-80 micron | Sqm | 4,779.00 |
| 32.52 | Providing & Fixing in place metallic All Plain Embossed Wood Finish doors double leaf Non Fire doors (Embossed sheet in single side of door) finished with wooden shades as desired by Engineer- In-Charge. Over all of thickness of the shutter to be 46mm thick manufactured from 0.8mm GPSP Galvanised Steel Sheet confirming to (IS277) With provision of Reinforcement Pad and necessary provision for the receiving appropriate hardwares.The Shutter shall be filled with Paper Honeycomb core in fill. Doors shall be Coated with pure polyester/Epoxy Polyester powder having coating thickness of 60-80 micron | Sqm | 4,045.00 |
| 32.54 | Providing & Fixing in place door frame of Section 100x58mm made of GPSP Sheet ( IS277) constructed from sheet thickness 1.2mm. Steel Frame Shall have a single rebate of 58mm duly filled with Puf. The Frame shall be finished Powder Coating In Regular RAL shades as desired by Engineer- In-Charge. Door Frame should be Coated with pure polyester/Epoxy Polyester powder coating having thickness of 60-80 micron and provided with 3mm thick hinge enforcement plates | Metre | 1,103.00 |
| 32.55 | Providing & Fixing in place door frame of Section 170x58mm made of GPSP Sheet ( 1$277) constructed from sheet thickness 1.2mm with single rebate of 58mm duly filled with Puf. The Frame shall be finished Powder Coating In Regular RAL shades as desired by Engineer- In-Charge and Coated with pure polyester/Epoxy Polyester powder coating having thickness of 60-80 micron. Frame should be provided with 3mm thick hinge enforcement plates | Metre | 1,362.00 |
| 32.56 | Providing & Fixing in place door frame of Section 100x58mm made of GPSP Sheet ( IS277) constructed from sheet thickness 1.2mm with a single rebate of 58mm duly filled with Puf. The Frame shall be finished with Powder Coating In Regular RAL shades as desired by Engineer- In-Charge with pure polyester/Epoxy Polyester powder coating having thickness of 60-80 micron. Frame should be provided with 3mm thick hinge enforcement plates | Metre | 1,362.00 |
| 32.57 | Providing & Fixing in place door frame of Section 170x58mm made of GPSP Sheet ( IS277) constructed from sheet thickness 1.2mm with a single rebate of 58mm duly filled with Puf and finished with Powder Coating In Regular RAL shades as desired by Engineer- In-Charge. Frame should be Coated with pure polyester/Epoxy Polyester powder coating having thickness of 60-80 micron and provided with 3mm thick hinge enforcement plates. GREEN BUILDING ITEMS | Metre | 1,622.00 |
| 32.58.1 | Providing and fixing thermal insulation on external wall with CFC Free closed cell, high performance rigid Polyurethane Foam(PUF) Insulation Slab conforming to IS: 12436 having density not less than 36±2 kg/m3, thermal conductivity (K-value) 0.021 W/m.K measured at 10 deg. C mean temperature and classified as "not easily ignitable" per BS: 476, Part-5, fixed with the help of adhesive (patch applied) & PVC fastener to the wall surface and all complete as per the instruction of engineer-in-charge40 mm thick Polyurethane foam(PUF) rigid insulation board | Sqm | 1,140.00 |
| 32.58.2 | Providing and fixing thermal insulation on external wall with CFC Free closed cell, high performance rigid Polyurethane Foam(PUF) Insulation Slab conforming to IS: 12436 having density not less than 36±2 kg/m3, thermal conductivity (K-value) 0.021 W/m.K measured at 10 deg. C mean temperature and classified as "not easily ignitable" per BS: 476, Part-5, fixed with the help of adhesive (patch applied) & PVC fastener to the wall surface and all complete as per the instruction of engineer-in-charge50 mm thick Polyurethane foam(PUF) rigid insulation board | Sqm | 1,276.00 |
| 32.59.1 | Providing and applying thermal insulation on external wall with impervious sprayed CFC free, closed cell rigid Polyurethane foam wall insulation conforming to IS- 12432 Part Ill (density of foam being 35±5 kg/m3, thermal conductivity (K value) 0.023 W/m.K over a coat of polyurethane primer applied @ 6-8 sqm per litre and covering it externally as per specs and direction of engineer-in- charge40 mm thick PUF Spray | Sqm | 704.00 |
| 32.59.2 | Providing and applying thermal insulation on external wall with impervious sprayed CFC free, closed cell rigid Polyurethane foam wall insulation conforming to IS- 12432 Part Ill (density of foam being 35±5 kg/m3, thermal conductivity (K value) 0.023 W/m.K over a coat of polyurethane primer applied @ 6-8 sqm per litre and covering it externally as per specs and direction of engineer-in- charge50 mm thick PUF Spray | Sqm | 853.00 |
| 32.60.1 | Providing & fixing on external side of finished external wall, extruded polystyrene (XPS) thermal insulating boards with ship lap joining on length side, (having thermal conductivity of 0.028 W/m.K on 90 days aging at 24 deg.C as per ASTM C518, compressive strength of over 250 kpa as per ASTM D 1621, tensile strength of over 300 kpa as per ASTM D1623 and has flammability of Class 82 as per DIN 4102, water absorption of less than 1 % as per ASTM D2842) with the help of a minimum 2 mm thick polymerized mortar adhesive & mountings as per manufacturer's guidelines; over the installed XPS boards, providing & laying a 3-4 mm thick finishing layer of polymerized mortar base coat with fibre glass mesh of min. 150 gsm embedded in it using notched trowel as per manufacturer's guidelines and as per the instruction of engineer-in- charge25 mm thick Extruded polystyrene rigid insulation board | Sqm | 476.00 |
| 32.60.2 | Providing & fixing on external side of finished external wall, extruded polystyrene (XPS) thermal insulating boards with ship lap joining on length side, (having thermal conductivity of 0.028 W/m.K on 90 days aging at 24 deg.C as per ASTM C518, compressive strength of over 250 kpa as per ASTM D 1621, tensile strength of over 300 kpa as per ASTM D1623 and has flammability of Class 82 as per DIN 4102, water absorption of less than 1 % as per ASTM D2842) with the help of a minimum 2 mm thick polymerized mortar adhesive & mountings as per manufacturer's guidelines; over the installed XPS boards, providing & laying a 3-4 mm thick finishing layer of polymerized mortar base coat with fibre glass mesh of min. 150 gsm embedded in it using notched trowel as per manufacturer's guidelines and as per the instruction of engineer-in- charge50 mm thick Extruded polystyrene rigid insulation board | Sqm | 816.00 |
| 32.60.3 | Providing & fixing on external side of finished external wall, extruded polystyrene (XPS) thermal insulating boards with ship lap joining on length side, (having thermal conductivity of 0.028 W/m.K on 90 days aging at 24 deg.C as per ASTM C518, compressive strength of over 250 kpa as per ASTM D 1621, tensile strength of over 300 kpa as per ASTM D1623 and has flammability of Class 82 as per DIN 4102, water absorption of less than 1 % as per ASTM D2842) with the help of a minimum 2 mm thick polymerized mortar adhesive & mountings as per manufacturer's guidelines; over the installed XPS boards, providing & laying a 3-4 mm thick finishing layer of polymerized mortar base coat with fibre glass mesh of min. 150 gsm embedded in it using notched trowel as per manufacturer's guidelines and as per the instruction of engineer-in- charge75 mm thick Extruded polystyrene rigid insulation board | Sqm | 1,190.00 |
| 32.60.4 | Providing & fixing on external side of finished external wall, extruded polystyrene (XPS) thermal insulating boards with ship lap joining on length side, (having thermal conductivity of 0.028 W/m.K on 90 days aging at 24 deg.C as per ASTM C518, compressive strength of over 250 kpa as per ASTM D 1621, tensile strength of over 300 kpa as per ASTM D1623 and has flammability of Class 82 as per DIN 4102, water absorption of less than 1 % as per ASTM D2842) with the help of a minimum 2 mm thick polymerized mortar adhesive & mountings as per manufacturer's guidelines; over the installed XPS boards, providing & laying a 3-4 mm thick finishing layer of polymerized mortar base coat with fibre glass mesh of min. 150 gsm embedded in it using notched trowel as per manufacturer's guidelines and as per the instruction of engineer-in- charge100 mm thick Extruded polystyrene rigid insulation board | Sqm | 1,563.00 |
| 32.61.1 | Providing and fixing between 2 layers of brick work/ concrete walls, thermal insulation with CFC free closed cell, high performance rigid Polyurethane Foam (PUF) insulation slab conforming to IS: 12436 having density not less than 36:t2kg/m3, thermal conductivity (K- value) 0.021 W/m.K measured at 10 deg. C mean temperature and classified as "not easily ignitable" per BS: 476, Part-5 fixed to the wall with the screw, raw plug and washers etc. and holding in position with crisscross GI wire, in staggered form and all complete as per specs or directions of engineer-in charge40 mm thick Polyurethane foam(PUF) rigid insulation board | Sqm | 703.00 |
| 32.61.2 | Providing and fixing between 2 layers of brick work/ concrete walls, thermal insulation with CFC free closed cell, high performance rigid Polyurethane Foam (PUF) insulation slab conforming to IS: 12436 having density not less than 36:t2kg/m3, thermal conductivity (K- value) 0.021 W/m.K measured at 10 deg. C mean temperature and classified as "not easily ignitable" per BS: 476, Part-5 fixed to the wall with the screw, raw plug and washers etc. and holding in position with crisscross GI wire, in staggered form and all complete as per specs or directions of engineer-in charge50 mm thick Polyurethane foam(PUF) rigid insulation board | Sqm | 840.00 |
| 32.62.1 | Providing and injecting/pouring CFC free closed cell, high performance rigid Polyurethane foam between 2 layers of brick work/ concrete walls having thermal insulation not more than 0.024 W/m.K, core density 35±5 kg/m3 (conforming to IS-13205) and water absorption not more than 2.5%, inside wall cavity after making injection ports at 60 cm centre to centre. The insulation foam shall be injected with the help of high pressure specially designed foaming machine like gusmer/graco or equivalent in dry brick wall cavity including plugging of holes and all complete as per the instruction of engineer-in-charge40 mm thick PUF Spray | Sqm | 645.00 |
| 32.62.2 | Providing and injecting/pouring CFC free closed cell, high performance rigid Polyurethane foam between 2 layers of brick work/ concrete walls having thermal insulation not more than 0.024 W/m.K, core density 35±5 kg/m3 (conforming to IS-13205) and water absorption not more than 2.5%, inside wall cavity after making injection ports at 60 cm centre to centre. The insulation foam shall be injected with the help of high pressure specially designed foaming machine like gusmer/graco or equivalent in dry brick wall cavity including plugging of holes and all complete as per the instruction of engineer-in-charge50 mm thick PUF Spray | Sqm | 794.00 |
| 32.63.1 | Providing and fixing thermal insulation with resin bonded Rock wool between 2 layers of brick work/ concrete walls conforming to IS: 8183 and density 48 kg/m3 having thermal conductivity value of not more than 0.043 W/m.K, wrapped in 200G virgin polythene bags fixed to the wall with the screw, rawl plug and washers and held in position by crisscross GI wire etc. and all complete as per specs or directions of engineer-in-charge25 mm thick Resin bonded Rock wool | Sqm | 233.00 |
| 32.63.2 | Providing and fixing thermal insulation with resin bonded Rock wool between 2 layers of brick work/ concrete walls conforming to IS: 8183 and density 48 kg/m3 having thermal conductivity value of not more than 0.043 W/m.K, wrapped in 200G virgin polythene bags fixed to the wall with the screw, rawl plug and washers and held in position by crisscross GI wire etc. and all complete as per specs or directions of engineer-in-charge50 mm thick Resin bonded Rock wool | Sqm | 277.00 |
| 32.63.3 | Providing and fixing thermal insulation with resin bonded Rock wool between 2 layers of brick work/ concrete walls conforming to IS: 8183 and density 48 kg/m3 having thermal conductivity value of not more than 0.043 W/m.K, wrapped in 200G virgin polythene bags fixed to the wall with the screw, rawl plug and washers and held in position by crisscross GI wire etc. and all complete as per specs or directions of engineer-in-charge65 mm thick Resin bonded Rock wool | Sqm | 320.00 |
| 32.63.4 | Providing and fixing thermal insulation with resin bonded Rock wool between 2 layers of brick work/ concrete walls conforming to IS: 8183 and density 48 kg/m3 having thermal conductivity value of not more than 0.043 W/m.K, wrapped in 200G virgin polythene bags fixed to the wall with the screw, rawl plug and washers and held in position by crisscross GI wire etc. and all complete as per specs or directions of engineer-in-charge75 mm thick Resin bonded Rock wool | Sqm | 363.00 |
| 32.64.1 | Providing and fixing between 2 layers of brick work/ concrete walls thermal insulation with Resin Bonded Fibre glass wool conforming to IS: 8183 having density 48 kg/m3, wrapped in 200G Virgin Polythene Bags fixed to wall with screw, rawl plug & washers and held in position by criss crossing GI wire etc. complete as per directions of Engineer in-Charge12 mm thick Resin bonded Glass wool | Sqm | 228.00 |
| 32.64.2 | Providing and fixing between 2 layers of brick work/ concrete walls thermal insulation with Resin Bonded Fibre glass wool conforming to IS: 8183 having density 48 kg/m3, wrapped in 200G Virgin Polythene Bags fixed to wall with screw, rawl plug & washers and held in position by criss crossing GI wire etc. complete as per directions of Engineer in-Charge25 mm thick Resin bonded Glass wool | Sqm | 264.00 |
| 32.64.3 | Providing and fixing between 2 layers of brick work/ concrete walls thermal insulation with Resin Bonded Fibre glass wool conforming to IS: 8183 having density 48 kg/m3, wrapped in 200G Virgin Polythene Bags fixed to wall with screw, rawl plug & washers and held in position by criss crossing GI wire etc. complete as per directions of Engineer in-Charge50 mm thick Resin bonded Glass wool | Sqm | 322.00 |
| 32.65.1 | Providing and fixing between 2 layers of brick work/ concrete walls extruded polystyrene (XPS) thermal insulating boards with ship lap joining on length side, (having thermal conductivity of 0.028 W/m.K on 90 days aging at 24 deg.C as per ASTM C518, compressive strength of over 250 kpa as per ASTM D1621, tensile strength of over 300 kpa as per ASTM D 1623 and has flammability of Class B2 as per DIN 4102, water absorption of less than 1% as per ASTM D2842 fixed with suitable water based adhesive and fastener, complete in all respect as per the direction of Engineer-in-Charge50 mm thick Extruded polystyrene rigid insulation board | Sqm | 794.00 |
| 32.65.2 | Providing and fixing between 2 layers of brick work/ concrete walls extruded polystyrene (XPS) thermal insulating boards with ship lap joining on length side, (having thermal conductivity of 0.028 W/m.K on 90 days aging at 24 deg.C as per ASTM C518, compressive strength of over 250 kpa as per ASTM D1621, tensile strength of over 300 kpa as per ASTM D 1623 and has flammability of Class B2 as per DIN 4102, water absorption of less than 1% as per ASTM D2842 fixed with suitable water based adhesive and fastener, complete in all respect as per the direction of Engineer-in-Charge75 mm thick Extruded polystyrene rigid insulation board | Sqm | 1,193.00 |
| 32.65.3 | Providing and fixing between 2 layers of brick work/ concrete walls extruded polystyrene (XPS) thermal insulating boards with ship lap joining on length side, (having thermal conductivity of 0.028 W/m.K on 90 days aging at 24 deg.C as per ASTM C518, compressive strength of over 250 kpa as per ASTM D1621, tensile strength of over 300 kpa as per ASTM D 1623 and has flammability of Class B2 as per DIN 4102, water absorption of less than 1% as per ASTM D2842 fixed with suitable water based adhesive and fastener, complete in all respect as per the direction of Engineer-in-Charge100 mm thick Extruded polystyrene rigid insulation board | Sqm | 1,592.00 |
| 32.66.1 | Providing and fixing thermal insulation of ceiling (under deck insulation) with Resin Bonded Rockloyd Rockwool (Non Combustible Grade) conforming to IS: 8183 and density 48 kg/ m3, wrapped in 200 G Virgin Polythene bags fixed to ceiling with metallic cleats (50x50x3 mm) @ 60 cm and wire mesh of 12.5mm x 24gauge wire mesh, for top most ceiling of building and all complete as per engineer in charge25 mm thick Resin bonded Rock wool | Sqm | 426.00 |
| 32.66.2 | Providing and fixing thermal insulation of ceiling (under deck insulation) with Resin Bonded Rockloyd Rockwool (Non Combustible Grade) conforming to IS: 8183 and density 48 kg/ m3, wrapped in 200 G Virgin Polythene bags fixed to ceiling with metallic cleats (50x50x3 mm) @ 60 cm and wire mesh of 12.5mm x 24gauge wire mesh, for top most ceiling of building and all complete as per engineer in charge50 mm thick Resin bonded Rock wool | Sqm | 469.00 |
| 32.66.3 | Providing and fixing thermal insulation of ceiling (under deck insulation) with Resin Bonded Rockloyd Rockwool (Non Combustible Grade) conforming to IS: 8183 and density 48 kg/ m3, wrapped in 200 G Virgin Polythene bags fixed to ceiling with metallic cleats (50x50x3 mm) @ 60 cm and wire mesh of 12.5mm x 24gauge wire mesh, for top most ceiling of building and all complete as per engineer in charge65 mm thick Resin bonded Rock wool | Sqm | 513.00 |
| 32.66.4 | Providing and fixing thermal insulation of ceiling (under deck insulation) with Resin Bonded Rockloyd Rockwool (Non Combustible Grade) conforming to IS: 8183 and density 48 kg/ m3, wrapped in 200 G Virgin Polythene bags fixed to ceiling with metallic cleats (50x50x3 mm) @ 60 cm and wire mesh of 12.5mm x 24gauge wire mesh, for top most ceiling of building and all complete as per engineer in charge75 mm thick Resin bonded Rock wool | Sqm | 556.00 |
| 32.67.1 | Providing and laying on smooth roof surface with CFC free, closed cell free Rigid Polyurethane foam slab over deck insulation conforming to IS -12436 (density of foam being 36±2 kg/m3) having thermal conductivity not more than 0.024 W/m.K, over a coat of cold adhesive like CPRX compound, laying 400 G polythene sheet over PUF slab and providing a wearing course of 40 mm thick cement screed 1: 2: 4 (1 cement: 2 coarse sand: 4 stone aggregate 20 mm nominal size) in chequered rough finish, in panels of 2.5 m x 2.5 m and embedding with 24 G wire netting and sealing the joints with polymerized mastic, all complete as per direction of engineer-in-charge40 mm thick Polyurethane foam( PUF) rigid insulation board | Sqm | 1,283.00 |
| 32.67.2 | Providing and laying on smooth roof surface with CFC free, closed cell free Rigid Polyurethane foam slab over deck insulation conforming to IS -12436 (density of foam being 36±2 kg/m3) having thermal conductivity not more than 0.024 W/m.K, over a coat of cold adhesive like CPRX compound, laying 400 G polythene sheet over PUF slab and providing a wearing course of 40 mm thick cement screed 1: 2: 4 (1 cement: 2 coarse sand: 4 stone aggregate 20 mm nominal size) in chequered rough finish, in panels of 2.5 m x 2.5 m and embedding with 24 G wire netting and sealing the joints with polymerized mastic, all complete as per direction of engineer-in-charge50 mm thick Polyurethane foam (PUF) rigid insulation board | Sqm | 1,419.00 |
| 32.67.3 | Providing and laying on smooth roof surface with CFC free, closed cell free Rigid Polyurethane foam slab over deck insulation conforming to IS -12436 (density of foam being 36±2 kg/m3) having thermal conductivity not more than 0.024 W/m.K, over a coat of cold adhesive like CPRX compound, laying 400 G polythene sheet over PUF slab and providing a wearing course of 40 mm thick cement screed 1: 2: 4 (1 cement: 2 coarse sand: 4 stone aggregate 20 mm nominal size) in chequered rough finish, in panels of 2.5 m x 2.5 m and embedding with 24 G wire netting and sealing the joints with polymerized mastic, all complete as per direction of engineer-in-charge60 mm thick Polyurethane foam (PUF) rigid insulation board | Sqm | 1,555.00 |
| 32.67.4 | Providing and laying on smooth roof surface with CFC free, closed cell free Rigid Polyurethane foam slab over deck insulation conforming to IS -12436 (density of foam being 36±2 kg/m3) having thermal conductivity not more than 0.024 W/m.K, over a coat of cold adhesive like CPRX compound, laying 400 G polythene sheet over PUF slab and providing a wearing course of 40 mm thick cement screed 1: 2: 4 (1 cement: 2 coarse sand: 4 stone aggregate 20 mm nominal size) in chequered rough finish, in panels of 2.5 m x 2.5 m and embedding with 24 G wire netting and sealing the joints with polymerized mastic, all complete as per direction of engineer-in-charge70 mm thick Polyurethane foam (PUF) rigid insulation board | Sqm | 1,690.00 |
| 32.68.1 | Providing and laying roof insulation with impervious sprayed, closed cell CFC free Rigid Polyurethane foam over deck insulation conforming to IS - 12432 Pt. Ill (density of foam being 40-45 kg/cum), over a coat of polyurethane primer applied @ 6-8 sqm per litre, laying 400G polythene sheet over PUF spray and providing a wearing course of 40mm thick cement screed 1: 2:4 (1 cement: 2 coarse sand: 4 stone aggregate 20mm nominal size) in chequered rough finish, in panels of 2.5m x 2.5 m and embedding with 24 G wire netting and sealing the joints with polymerised mastic and all complete as per direction of Engineer-in-Charge40 mm thick PUF Spray | Sqm | 1,134.00 |
| 32.68.2 | Providing and laying roof insulation with impervious sprayed, closed cell CFC free Rigid Polyurethane foam over deck insulation conforming to IS - 12432 Pt. Ill (density of foam being 40-45 kg/cum), over a coat of polyurethane primer applied @ 6-8 sqm per litre, laying 400G polythene sheet over PUF spray and providing a wearing course of 40mm thick cement screed 1: 2:4 (1 cement: 2 coarse sand: 4 stone aggregate 20mm nominal size) in chequered rough finish, in panels of 2.5m x 2.5 m and embedding with 24 G wire netting and sealing the joints with polymerised mastic and all complete as per direction of Engineer-in-Charge50 mm thick PUF Spray | Sqm | 1,269.00 |
| 32.68.3 | Providing and laying roof insulation with impervious sprayed, closed cell CFC free Rigid Polyurethane foam over deck insulation conforming to IS - 12432 Pt. Ill (density of foam being 40-45 kg/cum), over a coat of polyurethane primer applied @ 6-8 sqm per litre, laying 400G polythene sheet over PUF spray and providing a wearing course of 40mm thick cement screed 1: 2:4 (1 cement: 2 coarse sand: 4 stone aggregate 20mm nominal size) in chequered rough finish, in panels of 2.5m x 2.5 m and embedding with 24 G wire netting and sealing the joints with polymerised mastic and all complete as per direction of Engineer-in-Charge60 mm thick PUF Spray | Sqm | 1,404.00 |
| 32.68.4 | Providing and laying roof insulation with impervious sprayed, closed cell CFC free Rigid Polyurethane foam over deck insulation conforming to IS - 12432 Pt. Ill (density of foam being 40-45 kg/cum), over a coat of polyurethane primer applied @ 6-8 sqm per litre, laying 400G polythene sheet over PUF spray and providing a wearing course of 40mm thick cement screed 1: 2:4 (1 cement: 2 coarse sand: 4 stone aggregate 20mm nominal size) in chequered rough finish, in panels of 2.5m x 2.5 m and embedding with 24 G wire netting and sealing the joints with polymerised mastic and all complete as per direction of Engineer-in-Charge70 mm thick PUF Spray | Sqm | 1,540.00 |
| 32.69.1 | Providing and laying on smooth roof surface with extruded polystyrene (XPS) thermal insulating boards with ship lap joining on length side, (having thermal conductivity of 0.028 W/m.K on 90 days aging at 24 deg.C as per ASTM C518, compressive strength of over 250 kpa as per ASTM D 1621, tensile strength of over 300 kpa as per ASTM D1623 and has flammability of Class B2 as per DIN 4102, water absorption of less than 1% as per ASTM D2842, over a coat of cold adhesive like CPRX compound, laying 400 G polythene sheet over PUF slab and providing a wearing course of 40 mm thick cement screed 1: 2: 4 (1 cement: 2 coarse sand: 4 stone aggregate 20 mm nominal size) in chequered rough finish, in panels of 2.5 m x 2.5 m and embedding with 24 G wire netting and sealing the joints with polymerized mastic, all complete as per direction of engineer in-charge50 mm thick Extruded polystyrene rigid insulation board | Sqm | 1,317.00 |
| 32.69.2 | Providing and laying on smooth roof surface with extruded polystyrene (XPS) thermal insulating boards with ship lap joining on length side, (having thermal conductivity of 0.028 W/m.K on 90 days aging at 24 deg.C as per ASTM C518, compressive strength of over 250 kpa as per ASTM D 1621, tensile strength of over 300 kpa as per ASTM D1623 and has flammability of Class B2 as per DIN 4102, water absorption of less than 1% as per ASTM D2842, over a coat of cold adhesive like CPRX compound, laying 400 G polythene sheet over PUF slab and providing a wearing course of 40 mm thick cement screed 1: 2: 4 (1 cement: 2 coarse sand: 4 stone aggregate 20 mm nominal size) in chequered rough finish, in panels of 2.5 m x 2.5 m and embedding with 24 G wire netting and sealing the joints with polymerized mastic, all complete as per direction of engineer in-charge75 mm thick Extruded polystyrene rigid insulation board | Sqm | 1,685.00 |
| 32.69.3 | Providing and laying on smooth roof surface with extruded polystyrene (XPS) thermal insulating boards with ship lap joining on length side, (having thermal conductivity of 0.028 W/m.K on 90 days aging at 24 deg.C as per ASTM C518, compressive strength of over 250 kpa as per ASTM D 1621, tensile strength of over 300 kpa as per ASTM D1623 and has flammability of Class B2 as per DIN 4102, water absorption of less than 1% as per ASTM D2842, over a coat of cold adhesive like CPRX compound, laying 400 G polythene sheet over PUF slab and providing a wearing course of 40 mm thick cement screed 1: 2: 4 (1 cement: 2 coarse sand: 4 stone aggregate 20 mm nominal size) in chequered rough finish, in panels of 2.5 m x 2.5 m and embedding with 24 G wire netting and sealing the joints with polymerized mastic, all complete as per direction of engineer in-charge100 mm thick Extruded polystyrene rigid insulation board SOLAR PANELS | Sqm | 2,053.00 |
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)
- Deep Foundations (141)
- 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)
- Rain Water Harvesting & Tube wells (45)
- Road Furniture (82)
- Miscellaneous (Roads) (35)
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