| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1722673919000 | 1 | None | None | Water supply/sewage lines | Drilling Bore Well Installation of Motor Pump Pipe line at Kankanawadi SWM Site. | 304991.63 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3680747 | 134844 | None | code01 | Geophysical investigation at site for sinking borewells for Providing drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by pting Venner or Schlumbergers's method, including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc. NOTE: 1) Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a) Above 20 M and upto 30 M - 15 , b) Above 30 M - 30 (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level). 2) A sum of Rs. 100/- is to be deducted for Dry Borewell towards yeild test etc complete PWD SR 2023-24 VOL- V I no -12.4 P no-140 | Each | 5552.4 | 5552.4 | 1.0 | False | None | None | False | None | False | 5552.4 | 0 | | 3680748 | 134844 | 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 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 )Borewell depth of 0 to 50 m PWD SR 2023-24 VOL- V I no -12.1.1 P no-139 | m | 324.45 | 324.45 | 50.0 | False | None | None | False | None | False | 16222.5 | 0 | | 3680749 | 134844 | 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 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 )Borewell depth of 50 to 100 m PWD SR 2023-24 VOL- V I no -12.1.2 P no-139 Borewell 50-100 | m | 487.2 | 487.2 | 50.0 | False | None | None | False | None | False | 24360.0 | 0 | | 3680750 | 134844 | None | code04 | 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 )Borewell depth of 50 to 100 m PWD SR 2023-24 VOL- V I no -12.1.3 P no-139 Bore well 100-150 | m | 517.65 | 517.65 | 50.0 | False | None | None | False | None | False | 25882.5 | 0 | | 3680751 | 134844 | None | code05 | 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 )Borewell depth of 50 to 100 m PWD SR 2023-24 VOL- V I no -12.1.4 P no-139 Borewell depth of 150 to 200 Mtrs | m | 600.6 | 600.6 | 20.0 | False | None | None | False | None | False | 12012.0 | 0 | | 3680752 | 134844 | None | code06 | Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixed with socket conforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg/m.prices include Collar-Medium duty. PWD SR 2023-24 VOL-V P N- 143 I NO- 12.32 | m | 2029.65 | 2029.65 | 10.0 | False | None | None | False | None | False | 20296.5 | 0 | | 3680753 | 134844 | None | code07 | Providing and fixing MS casing collars as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments. PWD SR 2023-24 VOL-V P NO -143 I NO- 12.33 | Each | 157.5 | 157.5 | 1.0 | False | None | None | False | None | False | 157.5 | 0 | | 3680754 | 134844 | None | code08 | Providing and laying at site of work MS casing caps as per IS 1239 (part- II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments including cost of material and labour charges for fixing, if any etc. complete with all lead and lifts and as directed by the Engineer in charge PWD SR 2023-24 P NO -143 I NO- 12.34 | Each | 172.2 | 172.2 | 1.0 | False | None | None | False | None | False | 172.2 | 0 | | 3680755 | 134844 | None | code09 | Providing, supplying to work site,Single Phase Submersible Pump Set sof 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.(7.50 HP - 90 LPM 165 m = 16 STG Outlet Dia - 2.00") PWD SR 2023 -24 VOL-V P NO- 152 I NO- 13.15.7 | Each | 42850.5 | 42850.5 | 1.0 | False | None | None | False | None | False | 42850.5 | 0 | | 3680756 | 134844 | None | code10 | Supply and delivery at site 50mm(2”) dia heavy duty unplasticized PVC Column pipes with heavy duty collars,rubber profile ring,vibration control profile ring,freezing and turbulence free leak proof EPDM ring with ISI mark with its latest amendments PWD SR 2023-24 VOL-V P NO- 155 I NO- 13.28 | m | 577.5 | 577.5 | 140.0 | False | None | None | False | None | False | 80850.0 | 0 | | 3680757 | 134844 | None | code11 | Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core 1x3x2.5 (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments. PWD SR 2023-24 VOL-V P NO- 154 I NO- 13.22.2 | m | 89.25 | 89.25 | 150.0 | False | None | None | False | None | False | 13387.5 | 0 | | 3680758 | 134844 | None | code12 | Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 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 NOTE: 1) DOLDirect Online Starter 2) S-D- Star Delta Starter Upto 6 HP pumps PWD SR 2023-24 VOL- V I NO-13.23.2 P NO- 155( 3 to 6 HP pumps) | Each | 10027.5 | 10027.5 | 1.0 | False | None | None | False | None | False | 10027.5 | 0 | | 3680759 | 134844 | None | code13 | Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments 50mm dia PWD SR 2023-24 VOL-V P NO- 154 I NO- 13.24.1 | Each | 1312.5 | 1312.5 | 1.0 | False | None | None | False | None | False | 1312.5 | 0 | | 3680760 | 134844 | None | code14 | 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 PWD SR 2023-24 VOL-V P NO- 154 I NO- 13.25.1 | Each | 1312.5 | 1312.5 | 1.0 | False | None | None | False | None | False | 1312.5 | 0 | | 3680761 | 134844 | None | code15 | 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 of respective pump sets. PWD SR 2023-24 VOL-V P NO- 155 I NO- 13.25 | Kvar | 577.5 | 577.5 | 1.0 | False | None | None | False | None | False | 577.5 | 0 | | 3680762 | 134844 | None | code16 | 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.PWD SR 2023-24 VOL-V P NO- 156 I NO- 13.34 | Job | 1522.5 | 1522.5 | 1.0 | False | None | None | False | None | False | 1522.5 | 0 | | 3680763 | 134844 | None | code17 | Supply and delivery at site Accessories for Single Phase pumpset like SS Groove Nipples,SS Studs & Nuts,Screw Clips &water proof Insulation Tape etc complete with ISI mark. PWD SR 2023-24 VOL-V P NO- 156 I NO- 13.30 | Set | 4725.0 | 4725.0 | 1.0 | False | None | None | False | None | False | 4725.0 | 0 | | 3680764 | 134844 | None | code18 | Earth work excavation by manual means for drains, canals, waste weir, draft,approach channels, key trenches, foundation of Buildings bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removalof stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking theselected 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) cum PWD COMMON SR 2023-24 VOLUM NO 1 ITEM NO 1.4 -(1.4.1) PAGE NO 5 | Cum | 254.1 | 254.1 | 24.3 | False | None | None | False | None | False | 6174.63 | 0 | | 3680765 | 134844 | None | code19 | Providing, 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. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE Grade PE80-PN8.0.75mm dia PWD SR 2023-24 Vol 5 P No 96 I No 9.2.2 | Mtr | 300.3 | 300.3 | 45.0 | False | None | None | False | None | False | 13513.5 | 0 | | 3680766 | 134844 | None | code20 | 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, (CSR 2023-24 ,VOL-1 P NO-07, I NO 1.10) | Cum | 168.0 | 168.0 | 24.3 | False | None | None | False | None | False | 4082.4 | 0 | | 3680767 | 134844 | None | code21 | KEB and Motor meter Deposit charges | No | 20000.0 | 20000.0 | 1.0 | False | None | None | False | None | False | 20000.0 | 0 |
| | 1722673919000 | 1 | None | None | Water supply/sewage lines | Construction of water Tank at Kankanawadi SWM Site | 139642.72 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3680768 | 134845 | None | code01 | Clearing and Grubbing Road Land : Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. ( CM SR 2023-24 P.No. 9/Vol-3/ 2.5 (ii)/A ) By Mechanical Means using Dozer, In area of light jungle | 100 Sqm | 412.65 | 412.65 | 0.2025 | False | None | None | False | None | False | 83.561625 | 0 | | 3680769 | 134845 | None | code02 | Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work Depth exceedingIn Hard Rock ( requiring blasting) Depth upto 1.50m ( CM SR 2023-24 P.No. 9/Vol-1/ 1.16.1 ) | Cum | 581.7 | 581.7 | 19.845 | False | None | None | False | None | False | 11543.8365 | 0 | | 3680770 | 134845 | None | code03 | Earth work excavation for foundation of structure upto 3 mtrs. By mechanicle means as per drawing and technical specification, including setting out, providing shoring, strutting and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, filling back the excavated earth to the extent required and utilising / transporting the remaining earth upto 1.00km lead. including cost of labour, materials and HOM of machineries etc., complete Ordinary/Hard Soil. In all kinds of soils Depth upto 3 m ( CM SR 2023-24 P.No. 8/Vol-1/ 1.15.1 ) | Cum | 381.15 | 381.15 | 2.205 | False | None | None | False | None | False | 840.43575 | 0 | | 3680771 | 134845 | None | code04 | 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 pertechnical 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 ( CM SR 2023-24 P.No.15/Vol-1/2.1.3 ) | Cum | 6288.45 | 6288.45 | 1.225 | False | None | None | False | None | False | 7703.35125 | 0 | | 3680772 | 134845 | None | code05 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 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, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of 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 (CM SR 2023-24/P.No.16/Vol-1/2.4.2) | Cum | 7303.06 | 7303.06 | 7.3215 | False | None | None | False | None | False | 53469.35379 | 0 | | 3680773 | 134845 | None | code06 | 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. (CM SR 2023-24/P.No.18/Vol-1/2.11 a) | t | 93929.85 | 93929.85 | 0.6589 | False | None | None | False | None | False | 61890.378165 | 0 | | 3680774 | 134845 | None | code07 | Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (CM SR 2023-24/P.No.45/Vol-2/8.28) | Sqm | 93.45 | 93.45 | 44.0 | False | None | None | False | None | False | 4111.8 | 0 |
| | 1722674865000 | 0 | None | None | Water supply/sewage lines | Drilling Bore Well Installation of Motor Pump Pipe line and Construction of water Tank at Kankanawadi SWM Site | 444634.35 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3680954 | 134857 | None | code01 | Clearing and Grubbing Road Land : Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. ( CM SR 2023-24 P.No. 9/Vol-3/ 2.5 (ii)/A ) By Mechanical Means using Dozer, In area of light jungle | 100 Sqm | 412.65 | 412.65 | 0.2025 | False | None | None | False | None | False | 83.561625 | 0 | | 3680933 | 134857 | None | code01 | Geophysical investigation at site for sinking borewells for Providing drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by pting Venner or Schlumbergers's method, including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc. NOTE: 1) Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a) Above 20 M and upto 30 M - 15 , b) Above 30 M - 30 (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level). 2) A sum of Rs. 100/- is to be deducted for Dry Borewell towards yeild test etc complete PWD SR 2023-24 VOL- V I no -12.4 P no-140 | Each | 5552.4 | 5552.4 | 1.0 | False | None | None | False | None | False | 5552.4 | 0 | | 3680934 | 134857 | 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 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 )Borewell depth of 0 to 50 m PWD SR 2023-24 VOL- V I no -12.1.1 P no-139 | m | 324.45 | 324.45 | 50.0 | False | None | None | False | None | False | 16222.5 | 0 | | 3680955 | 134857 | None | code02 | Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work Depth exceedingIn Hard Rock ( requiring blasting) Depth upto 1.50m ( CM SR 2023-24 P.No. 9/Vol-1/ 1.16.1 ) | Cum | 581.7 | 581.7 | 19.845 | False | None | None | False | None | False | 11543.8365 | 0 | | 3680935 | 134857 | 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 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 )Borewell depth of 50 to 100 m PWD SR 2023-24 VOL- V I no -12.1.2 P no-139 Borewell 50-100 | m | 487.2 | 487.2 | 50.0 | False | None | None | False | None | False | 24360.0 | 0 | | 3680956 | 134857 | None | code03 | Earth work excavation for foundation of structure upto 3 mtrs. By mechanicle means as per drawing and technical specification, including setting out, providing shoring, strutting and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, filling back the excavated earth to the extent required and utilising / transporting the remaining earth upto 1.00km lead. including cost of labour, materials and HOM of machineries etc., complete Ordinary/Hard Soil. In all kinds of soils Depth upto 3 m ( CM SR 2023-24 P.No. 8/Vol-1/ 1.15.1 ) | Cum | 381.15 | 381.15 | 2.205 | False | None | None | False | None | False | 840.43575 | 0 | | 3680936 | 134857 | None | code04 | 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 )Borewell depth of 50 to 100 m PWD SR 2023-24 VOL- V I no -12.1.3 P no-139 Bore well 100-150 | m | 517.65 | 517.65 | 50.0 | False | None | None | False | None | False | 25882.5 | 0 | | 3680957 | 134857 | None | code04 | 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 pertechnical 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 ( CM SR 2023-24 P.No.15/Vol-1/2.1.3 ) | Cum | 6288.45 | 6288.45 | 1.225 | False | None | None | False | None | False | 7703.35125 | 0 | | 3680937 | 134857 | None | code05 | 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 )Borewell depth of 50 to 100 m PWD SR 2023-24 VOL- V I no -12.1.4 P no-139 Borewell depth of 150 to 200 Mtrs | m | 600.6 | 600.6 | 20.0 | False | None | None | False | None | False | 12012.0 | 0 | | 3680958 | 134857 | None | code05 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 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, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of 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 (CM SR 2023-24/P.No.16/Vol-1/2.4.2) | Cum | 7303.06 | 7303.06 | 7.3215 | False | None | None | False | None | False | 53469.35379 | 0 | | 3680938 | 134857 | None | code06 | Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixed with socket conforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg/m.prices include Collar-Medium duty. PWD SR 2023-24 VOL-V P N- 143 I NO- 12.32 | m | 2029.65 | 2029.65 | 10.0 | False | None | None | False | None | False | 20296.5 | 0 | | 3680959 | 134857 | None | code06 | 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. (CM SR 2023-24/P.No.18/Vol-1/2.11 a) | t | 93929.85 | 93929.85 | 0.6589 | False | None | None | False | None | False | 61890.378165 | 0 | | 3680939 | 134857 | None | code07 | Providing and fixing MS casing collars as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments. PWD SR 2023-24 VOL-V P NO -143 I NO- 12.33 | Each | 157.5 | 157.5 | 1.0 | False | None | None | False | None | False | 157.5 | 0 | | 3680960 | 134857 | None | code07 | Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (CM SR 2023-24/P.No.45/Vol-2/8.28) | Sqm | 93.45 | 93.45 | 44.0 | False | None | None | False | None | False | 4111.8 | 0 | | 3680940 | 134857 | None | code08 | Providing and laying at site of work MS casing caps as per IS 1239 (part- II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments including cost of material and labour charges for fixing, if any etc. complete with all lead and lifts and as directed by the Engineer in charge PWD SR 2023-24 P NO -143 I NO- 12.34 | Each | 172.2 | 172.2 | 1.0 | False | None | None | False | None | False | 172.2 | 0 | | 3680941 | 134857 | None | code09 | Providing, supplying to work site,Single Phase Submersible Pump Set sof 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.(7.50 HP - 90 LPM 165 m = 16 STG Outlet Dia - 2.00") PWD SR 2023 -24 VOL-V P NO- 152 I NO- 13.15.7 | Each | 42850.5 | 42850.5 | 1.0 | False | None | None | False | None | False | 42850.5 | 0 | | 3680942 | 134857 | None | code10 | Supply and delivery at site 50mm(2”) dia heavy duty unplasticized PVC Column pipes with heavy duty collars,rubber profile ring,vibration control profile ring,freezing and turbulence free leak proof EPDM ring with ISI mark with its latest amendments PWD SR 2023-24 VOL-V P NO- 155 I NO- 13.28 | m | 577.5 | 577.5 | 140.0 | False | None | None | False | None | False | 80850.0 | 0 | | 3680943 | 134857 | None | code11 | Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core 1x3x2.5 (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments. PWD SR 2023-24 VOL-V P NO- 154 I NO- 13.22.2 | m | 89.25 | 89.25 | 150.0 | False | None | None | False | None | False | 13387.5 | 0 | | 3680944 | 134857 | None | code12 | Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 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 NOTE: 1) DOLDirect Online Starter 2) S-D- Star Delta Starter Upto 6 HP pumps PWD SR 2023-24 VOL- V I NO-13.23.2 P NO- 155( 3 to 6 HP pumps) | Each | 10027.5 | 10027.5 | 1.0 | False | None | None | False | None | False | 10027.5 | 0 | | 3680945 | 134857 | None | code13 | Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments 50mm dia PWD SR 2023-24 VOL-V P NO- 154 I NO- 13.24.1 | Each | 1312.5 | 1312.5 | 1.0 | False | None | None | False | None | False | 1312.5 | 0 | | 3680946 | 134857 | None | code14 | 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 PWD SR 2023-24 VOL-V P NO- 154 I NO- 13.25.1 | Each | 1312.5 | 1312.5 | 1.0 | False | None | None | False | None | False | 1312.5 | 0 | | 3680947 | 134857 | None | code15 | 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 of respective pump sets. PWD SR 2023-24 VOL-V P NO- 155 I NO- 13.25 | Kvar | 577.5 | 577.5 | 1.0 | False | None | None | False | None | False | 577.5 | 0 | | 3680948 | 134857 | None | code16 | 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.PWD SR 2023-24 VOL-V P NO- 156 I NO- 13.34 | Job | 1522.5 | 1522.5 | 1.0 | False | None | None | False | None | False | 1522.5 | 0 | | 3680949 | 134857 | None | code17 | Supply and delivery at site Accessories for Single Phase pumpset like SS Groove Nipples,SS Studs & Nuts,Screw Clips &water proof Insulation Tape etc complete with ISI mark. PWD SR 2023-24 VOL-V P NO- 156 I NO- 13.30 | Set | 4725.0 | 4725.0 | 1.0 | False | None | None | False | None | False | 4725.0 | 0 | | 3680950 | 134857 | None | code18 | Earth work excavation by manual means for drains, canals, waste weir, draft,approach channels, key trenches, foundation of Buildings bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removalof stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking theselected 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) cum PWD COMMON SR 2023-24 VOLUM NO 1 ITEM NO 1.4 -(1.4.1) PAGE NO 5 | Cum | 254.1 | 254.1 | 24.3 | False | None | None | False | None | False | 6174.63 | 0 | | 3680951 | 134857 | None | code19 | Providing, 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. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE Grade PE80-PN8.0.75mm dia PWD SR 2023-24 Vol 5 P No 96 I No 9.2.2 | Mtr | 300.3 | 300.3 | 45.0 | False | None | None | False | None | False | 13513.5 | 0 | | 3680952 | 134857 | None | code20 | 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, (CSR 2023-24 ,VOL-1 P NO-07, I NO 1.10) | Cum | 168.0 | 168.0 | 24.3 | False | None | None | False | None | False | 4082.4 | 0 | | 3680953 | 134857 | None | code21 | KEB and Motor meter Deposit charges | No | 20000.0 | 20000.0 | 1.0 | False | None | None | False | None | False | 20000.0 | 0 |
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