| 2248251 | 65937 | None | As Per PWD SR Common Circle 2023-24 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.VOL-1 SI NO-1.4 P.G No.05 As Per PWD SR Common Circle 2023-24) | Cum | 249.26 | 249.26 | 66.96 | False | None | None | False | None | False | 16690.4496 | 0 |
| 2248252 | 65937 | None | Vol:1 P.NO.15 I.No:2.1.3 (As Per PWD SR Common Cir | PCC (1:3:6) Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates ( Vol:1 P.NO.15 I.No:2.1.3 (As Per PWD SR Common Circle 2023-24) | Cum | 6168.67 | 6168.67 | 4.46 | False | None | None | False | None | False | 27512.2682 | 0 |
| 2248253 | 65937 | None | PWD Vol:1 P.NO.16 I.No:2.5.1 P (As Per PWD SR Comm | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately). M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD Vol:1 P.NO.16 I.No:2.5.1 P (As Per PWD SR Common Circle 2023-24) | Cum | 6961.5 | 6961.5 | 14.45 | False | None | None | False | None | False | 100593.675 | 0 |
| 2248254 | 65937 | None | Vol:1 P.NO.71 I.No:2.11h (As Per PWD SR Common Cir | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification Vol:1 P.NO.71 I.No:2.11h (As Per PWD SR Common Circle 2023-24) | Tonne | 81381.33 | 81381.33 | 1.2288 | False | None | None | False | None | False | 100001.378304 | 0 |
| 2248255 | 65937 | None | Vol:1 P.NO.16 I.No:2.5.1 P (As Per PWD SR Common | Form works Column 70% | Cum | 4780.23 | 4780.23 | 8.04 | False | None | None | False | None | False | 38433.0492 | 0 |
| 2248256 | 65937 | None | PWD Vol:1 P.NO.16 I.No:2.5.1 P (As Per PWD SR Co | Formwork For Plinth Beams 50% | Cum | 3414.45 | 3414.45 | 6.42 | False | None | None | False | None | False | 21920.769 | 0 |
| 2248257 | 65937 | None | Vol:2 P.NO.16 I.No:6.32 (As Per PWD SR Common Circ | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. Vol:2 P.NO.16 I.No:6.32 (As Per PWD SR Common Circle 2023-24) | Sqm | 1349.3 | 1349.3 | 176.7 | False | None | None | False | None | False | 238421.31 | 0 |
| 2248258 | 65937 | None | As Per PWD Common SR 2023-24 | Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.2 Vol-2 Item no 8.3.2 page no 41 (As Per PWD Common SR 2023-24) | Sqm | 364.62 | 364.62 | 353.4 | False | None | None | False | None | False | 128856.708 | 0 |
| 2248259 | 65937 | None | VOL-1 P No -07 SI NO-1.8 (As Per PWD SR Common C | 1Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete thework. VOL-1 P No -07 ; SI NO-1.8 (As Per PWD SR Common Circle 2023-24) | Cum | 488.22 | 488.22 | 64.5 | False | None | None | False | None | False | 31490.19 | 0 |
| 2248260 | 65937 | None | VOL-1 SI NO-2.1.4 (As Per PWD SR Common Circle 202 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:4:8 (M7.5) Using 40 mm nominal size graded crushed coarse aggregates (VOL-1 SI NO-2.1.4 (As Per PWD SR Common Circle 2023-24) | Cum | 5947.2 | 5947.2 | 1.98 | False | None | None | False | None | False | 11775.456 | 0 |
| 2248261 | 65937 | None | VOL-2 SI NO-8.54.1 Page no 50 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. Onecoat as per specifications and as per directions of Engineer in charge. (VOL-2 SI NO-8.54.1 Page no 50 ) (As Per PWD SR Common Circle 2023-24) | Sqm | 75.19 | 75.19 | 353.4 | False | None | None | False | None | False | 26572.146 | 0 |
| 2248262 | 65937 | None | As per PWD SR 23-24 VOL-1 Page.NO.05 Item.No.1.4 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.(As per PWD SR 23-24 VOL-1 Page.NO.05 Item.No.1.4) | Cum | 249.26 | 249.26 | 28.89 | False | None | None | False | None | False | 7201.1214 | 0 |
| 2248263 | 65937 | None | As per PWD SR 23-24 VOL-3 Page.NO.17 Item.No.3.1 | Removal of Unserviceable Soil with Disposal upto a suitable
distance as directed by the Engineer incharge of work Ref. to MoRT&H : IRC (As per PWD SR 23-24 VOL-3 Page.NO.17 Item.No.3.1) | Cum | 87.55 | 87.55 | 28.89 | False | None | None | False | None | False | 2529.3195 | 0 |
| 2248264 | 65937 | None | As per PWD SR 23-24 VOL-1 Page.NO.15 Item.No.2.1.3 | Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates.(As per PWD SR 23-24 VOL-1 Page.NO.15 Item.No.2.1.3) | Cum | 6512.69 | 6512.69 | 27.26 | False | None | None | False | None | False | 177535.9294 | 0 |
| 2248265 | 65937 | None | As per PWD SR 23-24 VOL-1 Page.NO.18 Item.No.2.11h | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.(As per PWD SR 23-24 VOL-1 Page.NO.18 Item.No.2.11h) | Tonne | 81381.33 | 81381.33 | 1.83 | False | None | None | False | None | False | 148927.8339 | 0 |
| 2248266 | 65937 | None | As per PWD SR 23-24 VOL-1 Page.NO.16 Item.No.2.4.2 | Formwork Cement Concrete Drain Walls 35% | Cum | 2279.44 | 2279.44 | 20.86 | False | None | None | False | None | False | 47549.1184 | 0 |
| 2248267 | 65937 | None | As per PWD SR 23-24 VOL-1 Page.NO.8 Item.No.1.1 | KSRB 2-2.1 :Earth work in surface excavation for stripping, seating of bund, Road way, by mechanical means for lowering & leveling the ground for all works other than foundation & depth in all kinds of soil not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work.(As per PWD SR 23-24 VOL-1 Page.NO.8 Item.No.1.1) | Cum | 97.85 | 97.85 | 39.24 | False | None | None | False | None | False | 3839.634 | 0 |
| 2248268 | 65937 | None | As per PWD SR 23-24 VOL-3 Page.NO.17 Item.No.3.1 | Removal of Unserviceable Soil with Disposal upto a suitable
distance as directed by the Engineer incharge of work Ref. to
MoRT&H : IRC (As per PWD SR 23-24 VOL-3 Page.NO.17 Item.No.3.1) | Cum | 87.55 | 87.55 | 39.24 | False | None | None | False | None | False | 3435.462 | 0 |
| 2248269 | 65937 | None | As per PWD SR 23-24 VOL-1 Page.NO.7 Item.No1.8 | Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.(As per PWD SR 23-24 VOL-1 Page.NO.7 Item.No1.8) | Cum | 488.22 | 488.22 | 13.08 | False | None | None | False | None | False | 6385.9176 | 0 |
| 2248270 | 65937 | None | As per PWD SR 23-24 VOL-3 Page.NO.26 Item.No.4.17 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.(As per PWD SR 23-24 VOL-3 Page.NO.26 Item.No.4.17) | Cum | 2635.77 | 2635.77 | 13.08 | False | None | None | False | None | False | 34475.8716 | 0 |
| 2248271 | 65937 | None | As per PWD SR 23-24 VOL-3 Page.NO.51 Item.No.6.8.1 | Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-incharge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification)(As per PWD SR 23-24 VOL-3 Page.NO.51 Item.No.6.8.1) | Sqm | 1100.04 | 1100.04 | 130.8 | False | None | None | False | None | False | 143885.232 | 0 |
| 2248272 | 65937 | None | As per PWD SR 23-24 VOL-1 Page.NO.15 Item.No.2.1.3 | Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates.(As per PWD SR 23-24 VOL-1 Page.NO.15 Item.No.2.1.3) | Cum | 6168.67 | 6168.67 | 0.69 | False | None | None | False | None | False | 4256.3823 | 0 |
| 2248273 | 65937 | None | As per PWD COMMON SCHEDULE OF RATES 2023-2024 VOL- | Geophysical investigation of site for sinking Borewell for supplying drinking water to the Habitation eighter through the hand pump MWS PWS by vertical electrical sounding by adopting Venner or Scheumberger's method including Reconnisance survey of Geological formation Geophyical investigation of existing ground water in the vicinity indicating the its quality quantity and acceptablitiy of the users, location of site recommended Depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 meter in consolidated formation for proper seating of casing pipes depth of drilling required to cover full depth fo aquifer proposed to be tapped probable yield and other information rquired for safe drilling and harnessing including transportation of an instrument and accessories to work site, engaging technical personnal and labour required etc complete (As per PWD COMMON SCHEDULE OF RATES 2023-2024 VOL-5 Item No.12.4 Page no.140) | Each | 5446.64 | 5446.64 | 1.0 | False | None | None | False | None | False | 5446.64 | 0 |
| 2248274 | 65937 | None | As per PWD COMMON SCHEDULE OF RATES 2023-2024 VOL- | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth)(As per PWD COMMON SCHEDULE OF RATES 2023-2024 VOL-5 Item No.12.1 Page no.139) | Rmtr | 381.1 | 381.1 | 50.0 | False | None | None | False | None | False | 19055.0 | 0 |
| 2248275 | 65937 | None | PWD COMMON SCHEDULE OF RATES 2023-2024 VOL-5 Item | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth)(As per PWD COMMON SCHEDULE OF RATES 2023-2024 VOL-5 Item No.12.1 Page no.139) | Rmtr | 477.92 | 477.92 | 50.0 | False | None | None | False | None | False | 23896.0 | 0 |
| 2248276 | 65937 | None | PWD COMMON SCHEDULE OF RATES 2023-2024 VOL-5 Item | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth)(As per PWD COMMON SCHEDULE OF RATES 2023-2024 VOL-5 Item No.12.1 Page no.139) | Rmtr | 507.79 | 507.79 | 50.0 | False | None | None | False | None | False | 25389.5 | 0 |
| 2248277 | 65937 | None | SR 2023-24 Item No.678 O040A Page no.A-45 | PVC pipes of 6 Kg/cm2 for 160mm(3.923) PWD SR 2023-24 Item No.678 O040A Page no.A-45 | m | 457.32 | 457.32 | 50.0 | False | None | None | False | None | False | 22866.0 | 0 |
| 2248278 | 65937 | None | As per PWD COMMON SCHEDULE OF RATES 2023-2024 VOL- | Supply and delivery at site brand new best make starter/ control panel suitable for following HP centrifugal pump confirming with ISI mark and its latest amendments Upto 7.5 HP centrifugal pump(As per PWD COMMON SCHEDULE OF RATES 2023-2024 VOL-5 Item No.13.43 Page no.157) | Each | 9785.0 | 9785.0 | 1.0 | False | None | None | False | None | False | 9785.0 | 0 |
| 2248279 | 65937 | None | PWD COMMON SCHEDULE OF RATES 2023-2024 VOL-5 Item | Labour charges for erection of outdoor type panel board and meter board units with all necessary materials and labour, tools and equipments including providing cement concrete foundation bed etc., complete as per specification, with testing of as per instructions of engineer incharge of work.(As per PWD COMMON SCHEDULE OF RATES 2023-2024 VOL-5 Item No.13.34 Page no.156) | Each | 1493.5 | 1493.5 | 1.0 | False | None | None | False | None | False | 1493.5 | 0 |
| 2248280 | 65937 | None | As per PWD COMMON SCHEDULE OF RATES 2023-2024 VOL- | Supply and delivery at site best indigenous brand new power capacitor as per IS 2834/1986 with latest amendments with KPTCL authorities and erection, electrification and commissioning of the same at the location ofrespective pump sets.(As per PWD COMMON SCHEDULE OF RATES 2023-2024 VOL-5 Item No13.25 Page no.155) | Job | 566.5 | 566.5 | 1.0 | False | None | None | False | None | False | 566.5 | 0 |
| 2248281 | 65937 | None | As per PWD COMMON SCHEDULE OF RATES 2023-2024 VOL- | Supply and delivery at site delivery of best indigenous brand new MCB (Miniature Circuit Breakers) of required capacity as per IS 88228/1978 and its latest amendments and with ISI Mark of 6/10/16/20/25/40 Amps with scalable (As per PWD COMMON SCHEDULE OF RATES 2023-2024 VOL-5 Item No.13.26 Page no.155) | Each | 1184.5 | 1184.5 | 1.0 | False | None | None | False | None | False | 1184.5 | 0 |
| 2248282 | 65937 | None | As per PWD COMMON SCHEDULE OF RATES 2023-2024 VOL- | Providing main connection from pole PVC insulated sheathed steel wire cable in GI pipe as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit.(As per PWD COMMON SCHEDULE OF RATES 2023-2024 VOL-5 Item No.13.37 Page no.156) | m | 87.55 | 87.55 | 50.0 | False | None | None | False | None | False | 4377.5 | 0 |
| 2248283 | 65937 | None | As per PWD COMMON SCHEDULE OF RATES 2023-2024 VOL- | Providing, Laying and Fixing GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For Medium Duty GI pipe 50mm dia. (As per PWD COMMON SCHEDULE OF RATES 2023-2024 VOL-5 Item No.11.2.6 Page no.127) | m | 601.52 | 601.52 | 50.0 | False | None | None | False | None | False | 30076.0 | 0 |
| 2248284 | 65937 | None | As per PWD COMMON SCHEDULE OF RATES 2023-2024 VOL- | Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments.pipe:(As per PWD COMMON SCHEDULE OF RATES 2023-2024 VOL-5 Item No.12.4 Page no.140) | m | 66.95 | 66.95 | 50.0 | False | None | None | False | None | False | 3347.5 | 0 |
| 2248285 | 65937 | None | As per PWD COMMON SCHEDULE OF RATES 2023-2024 VOL- | Supply and delivery at site of brand new best make non-return valve as per IS 778/1984 with ISI Mark and as per its latest amendments. Size 50 mm.(As per PWD COMMON SCHEDULE OF RATES 2023-2024 VOL-5 Item No.13.22.1 Page no.154) | Each | 1313.25 | 1313.25 | 1.0 | False | None | None | False | None | False | 1313.25 | 0 |
| 2248286 | 65937 | None | As per PWD COMMON SCHEDULE OF RATES 2023-2024 VOL- | Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work. (As per PWD COMMON SCHEDULE OF RATES 2023-2024 VOL-5 Item No.13.32 Page no.156) | Job | 6695.0 | 6695.0 | 1.0 | False | None | None | False | None | False | 6695.0 | 0 |
| 2248287 | 65937 | None | PWD COMMON SCHEDULE OF RATES 2023-2024 VOL-5 Item | Earthing: Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia. (As per PWD COMMON SCHEDULE OF RATES 2023-2024 VOL-5 Item No.13.39 Page no.157) | Job | 3862.5 | 3862.5 | 1.0 | False | None | None | False | None | False | 3862.5 | 0 |
| 2248288 | 65937 | None | As per PWD COMMON SCHEDULE OF RATES 2023-2024 VOL- | Providing Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications, to work site as per necessary ammendments and instructions of engineer incharge of work. For 3 HP etc. complete. (As per PWD COMMON SCHEDULE OF RATES 2023-2024 VOL-5 Item No.13.11.3 Page no.151) | Each | 26687.3 | 26687.3 | 1.0 | False | None | None | False | None | False | 26687.3 | 0 |
| 2248289 | 65937 | None | VOL-1 SI NO-1.4 P.G No.05 As Per PWD SR Common Cir | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.VOL-1 SI NO-1.4 P.G No.05 As Per PWD SR Common Circle 2023-24) | Cum | 97.85 | 97.85 | 2.82 | False | None | None | False | None | False | 275.937 | 0 |
| 2248290 | 65937 | None | As per PWD SR 23-24 VOL-1 Page.NO.15 Item.No.2.1.1 | Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates.(As per PWD SR 23-24 VOL-1 Page.NO.15 Item.No.2.1.1) | Cum | 6006.96 | 6006.96 | 0.7 | False | None | None | False | None | False | 4204.872 | 0 |
| 2248291 | 65937 | None | As per PWD SR 23-24 VOL-2 Page.NO.09 Item.No.5.4 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (As per PWD SR 23-24 VOL-2 Page.NO.09 Item.No.5.4) | Cum | 6580.67 | 6580.67 | 2.43 | False | None | None | False | None | False | 15991.0281 | 0 |
| 2248292 | 65937 | None | PWD SR 2021-22 Vol:2 P.NO.13 I.No:6.2 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(PWD SR 2021-22 Vol:2 P.NO.13 I.No:6.2) | Cum | 8217.34 | 8217.34 | 0.026 | False | None | None | False | None | False | 213.65084 | 0 |
| 2248293 | 65937 | None | PWD SR 2023-24 Vol:2 P.NO.41 I.No:8.3.2 | Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) to brick/stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. PWD SR 2023-24 Vol:2 P.NO.41 I.No:8.3.2 | Sqm | 342.99 | 342.99 | 17.12 | False | None | None | False | None | False | 5871.9888 | 0 |
| 2248294 | 65937 | None | As per PWD SR 23-24 VOL-1 Page.NO.15 Item.No.2.1.1 | Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates.(As per PWD SR 23-24 VOL-1 Page.NO.15 Item.No.2.1.1) | Cum | 6006.96 | 6006.96 | 0.61 | False | None | None | False | None | False | 3664.2456 | 0 |
| 2248295 | 65937 | None | KUWS & DB schedule of rstes 2015-16 | Supply and erection of 2.50 mtrs. Height ready made latrins/pumphouse/water cisterns including conveying the same carefully to work spot, loading and unloading at both destinations with all lead and lift. etc. complete (KUWS & DB schedule of rstes 2015-16). | Each | 16952.0 | 16952.0 | 1.0 | False | None | None | False | None | False | 16952.0 | 0 |
| 2248296 | 65937 | None | PWD COMMON SR 2023-24 Volume-5 Page No.127,Item No | Providing, laying and fixing GI pipes confirming to IS 1239:1990 with latest amendments complete with GI fitting (excludings the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness,with all lead and commissioning. ( contractor will make his own arrangements for procuring water for testing ) for heavy GI pipe : medium duty GI pipe of 50mm dia PWD COMMON SR 2023-24 Volume-5 Page No.127,Item No-11.1.6) | Rmtr | 455.26 | 455.26 | 5.0 | False | None | None | False | None | False | 2276.3 | 0 |
| 2248297 | 65937 | None | PWD COMMON SR 2023-24 Volume-5 Page No.127,Item No | Providing, laying and fixing GI pipes confirming to IS 1239:1990 with latest amendments complete with GI fitting (excludings the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness,with all lead and commissioning. ( contractor will make his own arrangements for procuring water for testing ) for heavy GI pipe : medium duty GI pipe of 50mm dia PWD COMMON SR 2023-24 Volume-5 Page No.127,Item No-11.1.6) | Rmtr | 231.75 | 231.75 | 3.5 | False | None | None | False | None | False | 811.125 | 0 |
| 2248298 | 65937 | None | 212 | Providing and fixing Big cock 25mm nominal bore-NP | Each | 192.03 | 192.03 | 1.0 | False | None | None | False | None | False | 192.03 | 0 |
| 2248299 | 65937 | None | As per PWD SR 23-24 VOL-1 Page.NO.154 Item.No.13.2 | Supply and delivery at site of brand new best make non-return valve as per IS 778/1984 with ISI mark and as per its latest amendments (As per PWD SR 23-24 VOL-1 Page.NO.154 Item.No.13.25.1) | Each | 1287.5 | 1287.5 | 1.0 | False | None | None | False | None | False | 1287.5 | 0 |
| 2248300 | 65937 | None | As per PWD SR 23-24 VOL-5 SI NO-18.6 Page No.177 | Providing GM (Copper alloy) wheel valves / check valves confirming to IS 778/1990 Class-1 with latest amendments No.1 and with ISI mark screwed in bonnet integral seat inside, screw , rising spindle screwed female ends confirming to IS 554/1990 body hydraulically tested 1.50 HP seat hydraulically tested 1.00 HP (As per PWD SR 23-24 VOL-5 SI NO-18.6 Page No.177) | Each | 1319.43 | 1319.43 | 4.0 | False | None | None | False | None | False | 5277.72 | 0 |
| 2248301 | 65937 | None | PWD SR 2023-24 Vol:2 P.NO.44 I.No:8.21 | Providing White washing with lime to give an even shade :New work (three coats) with lime of approved quality, including cost of materials, labour complete as per specifications and as per directions of Engineer-in charge .PWD SR 2023-24 Vol:2 P.NO.44 I.No:8.21 | Sqm | 19.57 | 19.57 | 12.8 | False | None | None | False | None | False | 250.496 | 0 |
| 2248302 | 65937 | None | PWD SR 2023-24 Vol:5 P.NO.112 I.No:10.1.3 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for PVC pipes 50mm dia., 6 kg/sqcm & class 5:PWD SR 2023-24 Vol:5 P.NO.112 I.No:10.1.3 | Rmtr | 104.03 | 104.03 | 20.0 | False | None | None | False | None | False | 2080.6 | 0 |
| 2248303 | 65937 | None | PWD SR 202-24 Vol:5 P.NO.117 I.No:10.9.4 | Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 50 mm dia PVC Elbows PWD SR 202-24 Vol:5 P.NO.117 I.No:10.9.4 | Each | 67.98 | 67.98 | 4.0 | False | None | None | False | None | False | 271.92 | 0 |
| 2248304 | 65937 | None | PVC Tee .PWD SR 2023-24 Vol:5 P.NO.117 I.No10.10.4 | Supply and delivery at site special moulded variety PVC tee as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 50 mm dia Supply and delivery at site special moulded variety PVC tee as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 50 mm dia PVC Tee .PWD SR 2023-24 Vol:5 P.NO.117 I.No10.10.4 | Each | 62.83 | 62.83 | 4.0 | False | None | None | False | None | False | 251.32 | 0 |
| 2248305 | 65937 | None | As per PWD SR 23-24 VOL-1 Page.NO.15 Item.No.2.1.3 | Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates.(As per PWD SR 23-24 VOL-1 Page.NO.15 Item.No.2.1.3) | Cum | 6168.67 | 6168.67 | 7.16 | False | None | None | False | None | False | 44167.6772 | 0 |
| 2248306 | 65937 | None | Hescom Charges | Hescom Charges | LS | 16500.0 | 16500.0 | 1.0 | False | None | None | False | None | False | 16500.0 | 0 |