| 2426147 | 72816 | None | code01 | Geophysical investigation of site for Sinking borewell of for supplying drinking water to the habitation either through the hand pump MWS or PWSS by vertical electrical sounding by adopting venner or Schlumbergers method including reconnaissance survey of Geoological formation Geophysical investigation of exisiting ground water in the vicinity indicating the location of site recommended depth of casing pipe required to seal the top unconsolidated formation including and depth of 1.0 meter in cosolidated formation for proper seating of casing pipe depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yeild and other information required including transportation of instrument and occessories to work site engaging technical personnel and labour required etc. | Each | 5552.4 | 5552.4 | 1.0 | False | None | None | False | None | False | 5552.4 | 0 |
| 2426148 | 72816 | None | code02 | 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. 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 0 to 50 Mtr depth | Mtr | 324.45 | 324.45 | 50.0 | False | None | None | False | None | False | 16222.5 | 0 |
| 2426149 | 72816 | None | code03 | Cost of 160 mm dia PVC Casing pipe | Mtr | 648.9 | 648.9 | 18.0 | False | None | None | False | None | False | 11680.2 | 0 |
| 2426150 | 72816 | None | code04 | Supply of Bore cap | No | 172.2 | 172.2 | 2.0 | False | None | None | False | None | False | 344.4 | 0 |
| 2426151 | 72816 | None | code05 | Supply of GI clamp set | No | 300.0 | 300.0 | 2.0 | False | None | None | False | None | False | 600.0 | 0 |
| 2426152 | 72816 | None | code06 | Providing, supplying to work site,Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications,with testing of as per instructions of engineer incharge of work and latest amendments. 2.00 HP/1.5KW 16 STG | No | 19767.3 | 19767.3 | 2.0 | False | None | None | False | None | False | 39534.6 | 0 |
| 2426153 | 72816 | None | code07 | 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. 1x3x2.5 Sqm. | Mtr | 89.25 | 89.25 | 80.0 | False | None | None | False | None | False | 7140.0 | 0 |
| 2426154 | 72816 | None | code08 | Providing main connection from pole PVC insulated sheathed steel wire cable in new trench as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit. | Mtr | 141.75 | 141.75 | 30.0 | False | None | None | False | None | False | 4252.5 | 0 |
| 2426155 | 72816 | None | code09 | 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. | Each | 3937.5 | 3937.5 | 2.0 | False | None | None | False | None | False | 7875.0 | 0 |
| 2426156 | 72816 | None | code10 | Supply installing testing and commissioning COMMON control panel consisting of the following INCOMING1 No set of Phase indicating lamps with SFU of suitable rating 1 No Analog Ammeter 1 No Analog Voltmeter 1ni with Phase selector switch Isolating switch OUTGOING for Main Electrical Pump 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor under voltage over Volage under current over current & dry run protection suitable for the pump described above 1 no Indoor type DOLDirect Online Starter Upto 6 HP pumps | Each | 7875.0 | 7875.0 | 2.0 | False | None | None | False | None | False | 15750.0 | 0 |
| 2426157 | 72816 | None | code11 | Supplying laying jointing testing and commissioning of G.I. Pipes conforming to IS 1239 1990 with latest amendments including fixing Collars Elbows Tees bends Glad Cocks and other Fittings Excluding Cost of Specials with Cuts and Threads wherever necessary including conveying the materials to workspot including testing for water tightness with all lead and lifts etc complete Contractor shall make his own arrangements for procuring water for testing Class-C HEAVY 40 mm dia GI PIPE | Mtr | 522.9 | 522.9 | 60.0 | False | None | None | False | None | False | 31374.0 | 0 |
| 2426158 | 72816 | None | code12 | Supplying laying jointing testing andcommissioning of G.I. Pipes conforming to IS 1239 1990 with latest amendments including fixing Collars Elbows Tees bends Glad Cocks and other Fittings Excluding Cost of Specials with Cuts and Threads wherever necessary including conveying the materials to workspot including testing for water tightness with all lead and lifts etc complete Contractor shall make his own arrangements for procuring water for testingClass-C HEAVY 20 mm dia GI PIPETap | Mtr | 276.15 | 276.15 | 30.0 | False | None | None | False | None | False | 8284.5 | 0 |
| 2426159 | 72816 | None | code13 | Providing wrought mild steel galvanized 15 mm dia GI collar confirming to IS 1239-II 1991 with latest amendments if any. For 40 mm dia GI collar | Each | 216.3 | 216.3 | 8.0 | False | None | None | False | None | False | 1730.4 | 0 |
| 2426160 | 72816 | None | code14 | Supply and delivery at site wrought middle steel galvanized GI bend confirming to IS 1239-II 1991 with latest amendments if any For 40 mm dia GI BEND | Each | 280.35 | 280.35 | 4.0 | False | None | None | False | None | False | 1121.4 | 0 |
| 2426161 | 72816 | None | code15 | Supply and delivery at site wrought middle steel (galvanized) GI Socket confirming to IS 1239-II, 1991 with latest amendments if any.. For 40 mm dia GI Socket | Each | 232.05 | 232.05 | 4.0 | False | None | None | False | None | False | 928.2 | 0 |
| 2426162 | 72816 | None | code16 | Supply and delivery at site wrought middle steel galvanized GI Union confirming to IS 1239-II 1991 with latest amendments if any. For 40 mm dia GI Union | Each | 192.15 | 192.15 | 2.0 | False | None | None | False | None | False | 384.3 | 0 |
| 2426163 | 72816 | None | code17 | Supply and delivery at site wrought middle steel (galvanized) GI hexagonal nipple confirming to IS 1239-II, 1991 with latest amendments if any. | Each | 248.85 | 248.85 | 4.0 | False | None | None | False | None | False | 995.4 | 0 |
| 2426164 | 72816 | None | code18 | 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 40 mm | No | 1312.5 | 1312.5 | 2.0 | False | None | None | False | None | False | 2625.0 | 0 |
| 2426165 | 72816 | None | code19 | 20 mm Nipple | Each | 103.95 | 103.95 | 16.0 | False | None | None | False | None | False | 1663.2 | 0 |
| 2426166 | 72816 | None | code20 | Brass bib cock | Each | 320.25 | 320.25 | 16.0 | False | None | None | False | None | False | 5124.0 | 0 |
| 2426167 | 72816 | None | code21 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m | Cum | 254.1 | 254.1 | 10.8 | False | None | None | False | None | False | 2744.28 | 0 |
| 2426168 | 72816 | None | code22 | 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 1:4:8( M5) Using 40 mm nominal size graded crushed coarse.aggregates 2.1.1 Mix 1:5:10 Using 40 mm | Cum | 5947.2 | 5947.2 | 5.4 | False | None | None | False | None | False | 32114.88 | 0 |
| 2426169 | 72816 | None | code23 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , 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 to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6915.7 | 6915.7 | 7.2 | False | None | None | False | None | False | 49793.04 | 0 |
| 2426170 | 72816 | None | code24 | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 5891.55 | 5891.55 | 13.05 | False | None | None | False | None | False | 76884.7275 | 0 |
| 2426171 | 72816 | None | code25 | Providing 20 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement 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. | Sqm | 450.45 | 450.45 | 40.2 | False | None | None | False | None | False | 18108.09 | 0 |
| 2426172 | 72816 | None | code26 | RCC hume pipe Circular pump house: Supplying precast RCC Circular Hume pipe pump house with M.S door and RCC conical roof as per specification and drawings - Internal dia Mtr. 1200 mm & height of 2.5 Mtr. With Wall thickness 65mm | Each | 17221.05 | 17221.05 | 4.0 | False | None | None | False | None | False | 68884.2 | 0 |
| 2426173 | 72816 | None | code27 | Erection and positioning of RCC Hume pipe pump house/Cistern on size stone masory platform including transportation charges and handling,finishing with all necessary tools ,plants and materials etc.,complete as directed by the Engineer in charge of the work. | Each | 1976.1 | 1976.1 | 4.0 | False | None | None | False | None | False | 7904.4 | 0 |
| 2426174 | 72816 | None | code01 | Geophysical investigation of site for Sinking borewell of for supplying drinking water to the habitation either through the hand pump MWS or PWSS by vertical electrical sounding by adopting venner or Schlumbergers method including reconnaissance survey of Geoological formation Geophysical investigation of exisiting ground water in the vicinity indicating the location of site recommended depth of casing pipe required to seal the top unconsolidated formation including and depth of 1.0 meter in cosolidated formation for proper seating of casing pipe depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yeild and other information required including transportation of instrument and occessories to work site engaging technical personnel and labour required etc. | Each | 5552.4 | 5552.4 | 1.0 | False | None | None | False | None | False | 5552.4 | 0 |
| 2426175 | 72816 | None | code02 | 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. 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 0 to 50 Mtr depth | Mtr | 324.45 | 324.45 | 50.0 | False | None | None | False | None | False | 16222.5 | 0 |
| 2426176 | 72816 | None | code03 | 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. 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 50 to 100 Mtr depth | Mtr | 406.35 | 406.35 | 50.0 | False | None | None | False | None | False | 20317.5 | 0 |
| 2426177 | 72816 | None | code04 | Cost of 160 mm dia PVC Casing pipe | Mtr | 648.9 | 648.9 | 18.0 | False | None | None | False | None | False | 11680.2 | 0 |
| 2426178 | 72816 | None | code05 | Supply of Bore cap | No | 172.2 | 172.2 | 1.0 | False | None | None | False | None | False | 172.2 | 0 |
| 2426179 | 72816 | None | code06 | Supply of GI clamp set | No | 300.0 | 300.0 | 1.0 | False | None | None | False | None | False | 300.0 | 0 |
| 2426180 | 72816 | None | code07 | Providing, supplying to work site,Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications,with testing of as per instructions of engineer incharge of work and latest amendments. 2.00 HP/1.5KW 16 STG | No | 19767.3 | 19767.3 | 1.0 | False | None | None | False | None | False | 19767.3 | 0 |
| 2426181 | 72816 | None | code08 | 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. 1x3x2.5 Sqm. | Mtr | 89.25 | 89.25 | 50.0 | False | None | None | False | None | False | 4462.5 | 0 |
| 2426182 | 72816 | None | code09 | Providing main connection from pole PVC insulated sheathed steel wire cable in new trench as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit. | Mtr | 141.75 | 141.75 | 20.0 | False | None | None | False | None | False | 2835.0 | 0 |
| 2426183 | 72816 | None | code10 | 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. | Each | 3937.5 | 3937.5 | 1.0 | False | None | None | False | None | False | 3937.5 | 0 |
| 2426184 | 72816 | None | code11 | Supply installing testing and commissioning COMMON control panel consisting of the following INCOMING1 No set of Phase indicating lamps with SFU of suitable rating 1 No Analog Ammeter 1 No Analog Voltmeter 1ni with Phase selector switch Isolating switch OUTGOING for Main Electrical Pump 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor under voltage over Volage under current over current & dry run protection suitable for the pump described above 1 no Indoor type DOLDirect Online Starter Upto 6 HP pumps | Each | 7875.0 | 7875.0 | 1.0 | False | None | None | False | None | False | 7875.0 | 0 |
| 2426185 | 72816 | None | code12 | Supplying laying jointing testing and commissioning of G.I. Pipes conforming to IS 1239 1990 with latest amendments including fixing Collars Elbows Tees bends Glad Cocks and other Fittings Excluding Cost of Specials with Cuts and Threads wherever necessary including conveying the materials to workspot including testing for water tightness with all lead and lifts etc complete Contractor shall make his own arrangements for procuring water for testing Class-C HEAVY 40 mm dia GI PIPE | Mtr | 522.9 | 522.9 | 36.0 | False | None | None | False | None | False | 18824.4 | 0 |
| 2426186 | 72816 | None | code13 | Supplying laying jointing testing andcommissioning of G.I. Pipes conforming to IS 1239 1990 with latest amendments including fixing Collars Elbows Tees bends Glad Cocks and other Fittings Excluding Cost of Specials with Cuts and Threads wherever necessary including conveying the materials to workspot including testing for water tightness with all lead and lifts etc complete Contractor shall make his own arrangements for procuring water for testingClass-C HEAVY 20 mm dia GI PIPETap | Mtr | 276.15 | 276.15 | 20.0 | False | None | None | False | None | False | 5523.0 | 0 |
| 2426187 | 72816 | None | code14 | Providing wrought mild steel galvanized 15 mm dia GI collar confirming to IS 1239-II 1991 with latest amendments if any. For 40 mm dia GI collar | Each | 216.3 | 216.3 | 5.0 | False | None | None | False | None | False | 1081.5 | 0 |
| 2426188 | 72816 | None | code15 | Supply and delivery at site wrought middle steel galvanized GI bend confirming to IS 1239-II 1991 with latest amendments if any For 40 mm dia GI BEND | Each | 280.35 | 280.35 | 2.0 | False | None | None | False | None | False | 560.7 | 0 |
| 2426189 | 72816 | None | code16 | Supply and delivery at site wrought middle steel (galvanized) GI Socket confirming to IS 1239-II, 1991 with latest amendments if any.. For 40 mm dia GI Socket | Each | 232.05 | 232.05 | 2.0 | False | None | None | False | None | False | 464.1 | 0 |
| 2426190 | 72816 | None | code17 | Supply and delivery at site wrought middle steel galvanized GI Union confirming to IS 1239-II 1991 with latest amendments if any. For 40 mm dia GI Union | Each | 192.15 | 192.15 | 2.0 | False | None | None | False | None | False | 384.3 | 0 |
| 2426191 | 72816 | None | code18 | Supply and delivery at site wrought middle steel (galvanized) GI hexagonal nipple confirming to IS 1239-II, 1991 with latest amendments if any. | Each | 248.85 | 248.85 | 2.0 | False | None | None | False | None | False | 497.7 | 0 |
| 2426192 | 72816 | None | code19 | 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 40 mm | No | 1312.5 | 1312.5 | 1.0 | False | None | None | False | None | False | 1312.5 | 0 |
| 2426193 | 72816 | None | code20 | Cutting road surfaces for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the classifications for: Cutting Cement Concrete Road surface by Machine cutting to demarcate the trench width of the surface. | Cum | 998.55 | 998.55 | 9.0 | False | None | None | False | None | False | 8986.95 | 0 |
| 2426194 | 72816 | None | code21 | Earth work excavation for pipelines/cables by Manual means upto 600mm trench width 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 leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth excluding rock in trenches plinth sides of foundations etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour tools usage& other appurtenances required to complete the work. | Cum | 508.2 | 508.2 | 94.5 | False | None | None | False | None | False | 48024.9 | 0 |
| 2426195 | 72816 | None | code22 | Supplying laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches laying true to line and jointing of pipes and specials with electrofusion welding giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends flanged sets bedns reducers etc. complete Contractor will make his own arrangements for procuring water for testing etc. Note Upto 110mm dia Coil shall be used. HDPE Grade -PE80 conforming to IS 4984- 1995 PN 6.0 / 6 Kg/cm2 63 mm dia. | Mtr | 198.45 | 198.45 | 350.0 | False | None | None | False | None | False | 69457.5 | 0 |
| 2426196 | 72816 | None | code23 | Refilling available earth around trenches/pipelines cables in layers not exceeding 20 cms in depth compacting each deposited layer by ramming after watering with a lead upto 50 m and lift upto 1.5 m. Including cost of all labour complete as per specifications. | Cum | 168.0 | 168.0 | 94.5 | False | None | None | False | None | False | 15876.0 | 0 |
| 2426197 | 72816 | None | code24 | 20 mm Nipple | Each | 103.95 | 103.95 | 20.0 | False | None | None | False | None | False | 2079.0 | 0 |
| 2426198 | 72816 | None | code25 | Brass bib cock | Each | 320.25 | 320.25 | 20.0 | False | None | None | False | None | False | 6405.0 | 0 |
| 2426199 | 72816 | None | code26 | Supply of GI Bend 20 mm Dia | Each | 128.1 | 128.1 | 20.0 | False | None | None | False | None | False | 2562.0 | 0 |
| 2426200 | 72816 | None | code27 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m | Cum | 254.1 | 254.1 | 5.4 | False | None | None | False | None | False | 1372.14 | 0 |
| 2426201 | 72816 | None | code28 | 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 1:4:8( M5) Using 40 mm nominal size graded crushed coarse.aggregates 2.1.1 Mix 1:5:10 Using 40 mm | Cum | 5947.2 | 5947.2 | 2.7 | False | None | None | False | None | False | 16057.44 | 0 |
| 2426202 | 72816 | None | code29 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , 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 to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6915.7 | 6915.7 | 3.6 | False | None | None | False | None | False | 24896.52 | 0 |
| 2426203 | 72816 | None | code30 | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 5891.55 | 5891.55 | 6.525 | False | None | None | False | None | False | 38442.36375 | 0 |
| 2426204 | 72816 | None | code31 | Providing 20 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement 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. | Sqm | 450.45 | 450.45 | 20.1 | False | None | None | False | None | False | 9054.045 | 0 |
| 2426205 | 72816 | None | code32 | RCC hume pipe Circular pump house: Supplying precast RCC Circular Hume pipe pump house with M.S door and RCC conical roof as per specification and drawings - Internal dia Mtr. 1200 mm & height of 2.5 Mtr. With Wall thickness 65mm | Each | 17221.05 | 17221.05 | 2.0 | False | None | None | False | None | False | 34442.1 | 0 |
| 2426206 | 72816 | None | code33 | Erection and positioning of RCC Hume pipe pump house/Cistern on size stone masory platform including transportation charges and handling,finishing with all necessary tools ,plants and materials etc.,complete as directed by the Engineer in charge of the work. | Each | 1976.1 | 1976.1 | 2.0 | False | None | None | False | None | False | 3952.2 | 0 |
| 2426207 | 72816 | None | code01 | Geophysical investigation of site for Sinking borewell of for supplying drinking water to the habitation either through the hand pump MWS or PWSS by vertical electrical sounding by adopting venner or Schlumbergers method including reconnaissance survey of Geoological formation Geophysical investigation of exisiting ground water in the vicinity indicating the location of site recommended depth of casing pipe required to seal the top unconsolidated formation including and depth of 1.0 meter in cosolidated formation for proper seating of casing pipe depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yeild and other information required including transportation of instrument and occessories to work site engaging technical personnel and labour required etc. | Each | 5552.4 | 5552.4 | 4.0 | False | None | None | False | None | False | 22209.6 | 0 |
| 2426208 | 72816 | None | code02 | 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. 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 0 to 50 Mtr depth | Mtr | 324.45 | 324.45 | 200.0 | False | None | None | False | None | False | 64890.0 | 0 |
| 2426209 | 72816 | None | code03 | 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. 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 50 to 100 Mtr depth | Mtr | 406.35 | 406.35 | 200.0 | False | None | None | False | None | False | 81270.0 | 0 |
| 2426210 | 72816 | None | code04 | Cost of 160 mm dia PVC Casing pipe | Mtr | 648.9 | 648.9 | 72.0 | False | None | None | False | None | False | 46720.8 | 0 |
| 2426211 | 72816 | None | code05 | Supply of Bore cap | No | 172.2 | 172.2 | 4.0 | False | None | None | False | None | False | 688.8 | 0 |
| 2426212 | 72816 | None | code06 | Supply of GI clamp set | No | 300.0 | 300.0 | 4.0 | False | None | None | False | None | False | 1200.0 | 0 |
| 2426213 | 72816 | None | code07 | Providing, supplying to work site,Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications,with testing of as per instructions of engineer incharge of work and latest amendments. 2.00 HP/1.5KW 16 STG | No | 19767.3 | 19767.3 | 4.0 | False | None | None | False | None | False | 79069.2 | 0 |
| 2426214 | 72816 | None | code08 | 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. 1x3x2.5 Sqm. | Mtr | 89.25 | 89.25 | 200.0 | False | None | None | False | None | False | 17850.0 | 0 |
| 2426215 | 72816 | None | code09 | Providing main connection from pole PVC insulated sheathed steel wire cable in new trench as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit. | Mtr | 141.75 | 141.75 | 80.0 | False | None | None | False | None | False | 11340.0 | 0 |
| 2426216 | 72816 | None | code10 | 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. | Each | 3937.5 | 3937.5 | 4.0 | False | None | None | False | None | False | 15750.0 | 0 |
| 2426217 | 72816 | None | code11 | Supply installing testing and commissioning COMMON control panel consisting of the following INCOMING1 No set of Phase indicating lamps with SFU of suitable rating 1 No Analog Ammeter 1 No Analog Voltmeter 1ni with Phase selector switch Isolating switch OUTGOING for Main Electrical Pump 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor under voltage over Volage under current over current & dry run protection suitable for the pump described above 1 no Indoor type DOLDirect Online Starter Upto 6 HP pumps | Each | 7875.0 | 7875.0 | 4.0 | False | None | None | False | None | False | 31500.0 | 0 |
| 2426218 | 72816 | None | code12 | Supplying laying jointing testing and commissioning of G.I. Pipes conforming to IS 1239 1990 with latest amendments including fixing Collars Elbows Tees bends Glad Cocks and other Fittings Excluding Cost of Specials with Cuts and Threads wherever necessary including conveying the materials to workspot including testing for water tightness with all lead and lifts etc complete Contractor shall make his own arrangements for procuring water for testing Class-C HEAVY 40 mm dia GI PIPE | Mtr | 522.9 | 522.9 | 130.0 | False | None | None | False | None | False | 67977.0 | 0 |
| 2426219 | 72816 | None | code13 | Supplying laying jointing testing andcommissioning of G.I. Pipes conforming to IS 1239 1990 with latest amendments including fixing Collars Elbows Tees bends Glad Cocks and other Fittings Excluding Cost of Specials with Cuts and Threads wherever necessary including conveying the materials to workspot including testing for water tightness with all lead and lifts etc complete Contractor shall make his own arrangements for procuring water for testingClass-C HEAVY 20 mm dia GI PIPETap | Mtr | 276.15 | 276.15 | 40.0 | False | None | None | False | None | False | 11046.0 | 0 |
| 2426220 | 72816 | None | code14 | Providing wrought mild steel galvanized 15 mm dia GI collar confirming to IS 1239-II 1991 with latest amendments if any. For 40 mm dia GI collar | Each | 216.3 | 216.3 | 8.0 | False | None | None | False | None | False | 1730.4 | 0 |
| 2426221 | 72816 | None | code15 | Supply and delivery at site wrought middle steel galvanized GI bend confirming to IS 1239-II 1991 with latest amendments if any For 40 mm dia GI BEND | Each | 280.35 | 280.35 | 8.0 | False | None | None | False | None | False | 2242.8 | 0 |
| 2426222 | 72816 | None | code16 | Supply and delivery at site wrought middle steel (galvanized) GI Socket confirming to IS 1239-II, 1991 with latest amendments if any.. For 40 mm dia GI Socket | Each | 232.05 | 232.05 | 4.0 | False | None | None | False | None | False | 928.2 | 0 |
| 2426223 | 72816 | None | code17 | Supply and delivery at site wrought middle steel galvanized GI Union confirming to IS 1239-II 1991 with latest amendments if any. For 40 mm dia GI Union | Each | 192.15 | 192.15 | 4.0 | False | None | None | False | None | False | 768.6 | 0 |
| 2426224 | 72816 | None | code18 | Supply and delivery at site wrought middle steel (galvanized) GI hexagonal nipple confirming to IS 1239-II, 1991 with latest amendments if any. | Each | 248.85 | 248.85 | 4.0 | False | None | None | False | None | False | 995.4 | 0 |
| 2426225 | 72816 | None | code19 | 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 40 mm | No | 1312.5 | 1312.5 | 2.0 | False | None | None | False | None | False | 2625.0 | 0 |
| 2426226 | 72816 | None | code20 | Cutting road surfaces for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the classifications for: Cutting Cement Concrete Road surface by Machine cutting to demarcate the trench width of the surface. | Cum | 998.55 | 998.55 | 13.5 | False | None | None | False | None | False | 13480.425 | 0 |
| 2426227 | 72816 | None | code21 | Earth work excavation for pipelines/cables by Manual means upto 600mm trench width 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 leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth excluding rock in trenches plinth sides of foundations etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour tools usage& other appurtenances required to complete the work. | Cum | 508.2 | 508.2 | 135.0 | False | None | None | False | None | False | 68607.0 | 0 |
| 2426228 | 72816 | None | code22 | Supplying laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches laying true to line and jointing of pipes and specials with electrofusion welding giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends flanged sets bedns reducers etc. complete Contractor will make his own arrangements for procuring water for testing etc. Note Upto 110mm dia Coil shall be used. HDPE Grade -PE80 conforming to IS 4984- 1995 PN 6.0 / 6 Kg/cm2 63 mm dia. | Mtr | 198.45 | 198.45 | 500.0 | False | None | None | False | None | False | 99225.0 | 0 |
| 2426229 | 72816 | None | code23 | Refilling available earth around trenches/pipelines cables in layers not exceeding 20 cms in depth compacting each deposited layer by ramming after watering with a lead upto 50 m and lift upto 1.5 m. Including cost of all labour complete as per specifications. | Cum | 168.0 | 168.0 | 135.0 | False | None | None | False | None | False | 22680.0 | 0 |
| 2426230 | 72816 | None | code24 | 90X63 MM ELECTRO FUSION REDUCER | Each | 464.1 | 464.1 | 5.0 | False | None | None | False | None | False | 2320.5 | 0 |
| 2426231 | 72816 | None | code25 | 90 MM ELECTRO FUSION TEE | Each | 258.3 | 258.3 | 25.0 | False | None | None | False | None | False | 6457.5 | 0 |
| 2426232 | 72816 | None | code26 | 90 MM ELECTRO FUSION COUPLER | Each | 148.05 | 148.05 | 18.0 | False | None | None | False | None | False | 2664.9 | 0 |
| 2426233 | 72816 | None | code27 | 90 MM ELECTRO FUSION ELBOW | Each | 259.35 | 259.35 | 20.0 | False | None | None | False | None | False | 5187.0 | 0 |
| 2426234 | 72816 | None | code28 | 20 mm Nipple | Each | 103.95 | 103.95 | 25.0 | False | None | None | False | None | False | 2598.75 | 0 |
| 2426235 | 72816 | None | code29 | Brass bib cock | Each | 320.25 | 320.25 | 25.0 | False | None | None | False | None | False | 8006.25 | 0 |
| 2426236 | 72816 | None | code30 | Supply of GI Bend 20 mm Dia | Each | 128.1 | 128.1 | 19.0 | False | None | None | False | None | False | 2433.9 | 0 |
| 2426237 | 72816 | None | code31 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m | Cum | 254.1 | 254.1 | 5.4 | False | None | None | False | None | False | 1372.14 | 0 |
| 2426238 | 72816 | None | code32 | 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 1:4:8( M5) Using 40 mm nominal size graded crushed coarse.aggregates 2.1.1 Mix 1:5:10 Using 40 mm | Cum | 5947.2 | 5947.2 | 2.7 | False | None | None | False | None | False | 16057.44 | 0 |
| 2426239 | 72816 | None | code33 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , 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 to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6915.7 | 6915.7 | 3.6 | False | None | None | False | None | False | 24896.52 | 0 |
| 2426240 | 72816 | None | code34 | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 5891.55 | 5891.55 | 6.525 | False | None | None | False | None | False | 38442.36375 | 0 |
| 2426241 | 72816 | None | code35 | Providing 20 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement 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. | Sqm | 450.45 | 450.45 | 20.1 | False | None | None | False | None | False | 9054.045 | 0 |
| 2426242 | 72816 | None | code36 | RCC hume pipe Circular pump house: Supplying precast RCC Circular Hume pipe pump house with M.S door and RCC conical roof as per specification and drawings - Internal dia Mtr. 1200 mm & height of 2.5 Mtr. With Wall thickness 65mm | Each | 17221.05 | 17221.05 | 2.0 | False | None | None | False | None | False | 34442.1 | 0 |
| 2426243 | 72816 | None | code37 | Erection and positioning of RCC Hume pipe pump house/Cistern on size stone masory platform including transportation charges and handling,finishing with all necessary tools ,plants and materials etc.,complete as directed by the Engineer in charge of the work. | Each | 1976.1 | 1976.1 | 2.0 | False | None | None | False | None | False | 3952.2 | 0 |