| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1722511008000 | 0 | None | None | Water supply/sewage lines | Drilling of bore well and installation of pump sets, laying of pipeline , Construction of cistern tank at ward no 9 | 337725.58 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3667696 | 133940 | None | 001 | Geophysical investigation at site for sinking borewells for supplying drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting 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 yield test.( PWD SR 2023-24 Vol-5 , P.No -140, I No - 12.4 )
| Each | 5446.64 | 5446.64 | 1.0 | False | None | None | False | None | False | 5446.64 | 0 | | 3667697 | 133940 | None | 002 | 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) .Borewell depth of 0 to 50 Mtrs( PWD SR 2023-24 Vol-5 , P.No -139, I No - 12.2.1 )
| Mtr | 318.27 | 318.27 | 50.0 | False | None | None | False | None | False | 15913.5 | 0 | | 3667698 | 133940 | None | 003 | do above item no 2 specifiction but Borewell depth of 50 to 100 m ( PWD SR 2023-24 Vol-5 , P.No -139, I No - 12.2.2)
| Mtr | 398.61 | 398.61 | 50.0 | False | None | None | False | None | False | 19930.5 | 0 | | 3667699 | 133940 | None | 004 | do above item no 2 specifiction but Borewell depth of 100 to 150 m ( PWD SR 2023-24 Vol-5 , P.No -139, I No - 12.2.3)
| Mtr | 424.36 | 424.36 | 50.0 | False | None | None | False | None | False | 21218.0 | 0 | | 3667700 | 133940 | None | 005 | do above item no 2 specifiction but Borewell depth of 150 to 200 m ( PWD SR 2023-24 Vol-5 , P.No -139, I No - 12.2.3)
| Mtr | 492.34 | 492.34 | 50.0 | False | None | None | False | None | False | 24617.0 | 0 | | 3667701 | 133940 | None | 006 | do above item no 2 specifiction but Borewell depth of 200 to 240 m ( PWD SR 2023-24 Vol-5 , P.No -139, I No - 12.2.5)
| Mtr | 576.8 | 576.8 | 30.0 | False | None | None | False | None | False | 17304.0 | 0 | | 3667702 | 133940 | None | 007 | Providing 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 PVC pipes 200mm dia 6kg/sqcm & class 3 used as a casing pipe ( PWD SR 2023-24 Vol- 5, P.No -113 , I No - 10.1.10 )
| Mtr | 1148.45 | 1148.45 | 15.0 | False | None | None | False | None | False | 17226.75 | 0 | | 3667703 | 133940 | None | 008 | 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 Vol- 5 , P.No -143,I No - 12.34)
| Nos | 168.92 | 168.92 | 1.0 | False | None | None | False | None | False | 168.92 | 0 | | 3667704 | 133940 | None | 009 | 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 1x3x4 Sqm .(PWD SR 2023-24 Vol- 5 , P.No -154, I No - 13.22.3 )
| Mtr | 139.05 | 139.05 | 250.0 | False | None | None | False | None | False | 34762.5 | 0 | | 3667705 | 133940 | None | 010 | Supply and delivery at site Stringing of heavy duty Naylone/PP rope with
ISI etc complete suitable for Single phase Pumpsets.(PWD SR 2023-24 Vol- 5 , P.No -155, I No - 13.31 )
| Mtr | 41.2 | 41.2 | 250.0 | False | None | None | False | None | False | 10300.0 | 0 | | 3667706 | 133940 | None | 011 | Providing Single Phase Submersible Pump Sets of 100mm dia (4 inch)
suitable for bore well confirming to IS 8034-2000 specifications, to work
site with testing of as per instructions of engineer incharge of work and
latest amendments etc complete. For 3 HP etc. complete. 3.00 HP/2.2KW 30 STG ( PWD SR 2023-24 Vol- 5 , P.No -151,I No. 13.4 & .13-9.6)
| Set | 25265.9 | 25265.9 | 1.0 | False | None | None | False | None | False | 25265.9 | 0 | | 3667707 | 133940 | None | 012 | 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.( PWD SR 2023-24 Vol- 5 , P.No -156, I No - 13.32 )
| Nos | 6695.0 | 6695.0 | 1.0 | False | None | None | False | None | False | 6695.0 | 0 | | 3667708 | 133940 | None | 013 | KSRB13-9 : Providing and fixing to wall, ceiling and floor high density polyethylene pipes 6.00 kgf/sq.cm working pressure of outside diameter raising mains & exposed distribution pipes with special flange, compression type fittings, wall clips, making good the wall, ceiling and floor, including cost of all materials, labour charges, HOM and testing complete as per Specification No. KBS 13.2.15.2/13.9 HDPE Pipe 40mm Dai (SR 2018-19 BGV P.No 96 I.No 13.72)
| Mtr | 275.1 | 275.1 | 260.0 | False | None | None | False | None | False | 71526.0 | 0 | | 3667709 | 133940 | None | 014 | Labour charges for providing connection using insulated sheathed steel wire cable as per IS 1554/ 1988 with latest amendments from KPTCL pole to meter board unit, with all necessary materials ,tools and equipments,as per specificationswith testing of as per instructions of engineer incharge of work. 3.5 x 6 sqmm. ( PWD SR 2023-24 Vol- 5 , P.No -156, I No - 13.35. 2)
| Mtr | 164.8 | 164.8 | 25.0 | False | None | None | False | None | False | 4120.0 | 0 | | 3667710 | 133940 | None | 015 | Earthing: Providing 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. ( PWD SR 2023-24 Vol- 5 , P.No -157, I No - 13.39)
| Job | 3862.5 | 3862.5 | 1.0 | False | None | None | False | None | False | 3862.5 | 0 | | 3667711 | 133940 | None | 016 | 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) DOL- Direct Online Starter 2) S-D- Star Delta Starter etc. complete Upto 3 HP pumps ( PWD SR 2023-24 Vol- 5 , P.No -154, I No - 13.23.1)
| Job | 6695.0 | 6695.0 | 1.0 | False | None | None | False | None | False | 6695.0 | 0 | | 3667712 | 133940 | None | 017 | 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) DOL- Direct Online Starter 2) S-D- Star Delta Starter etc. complete Upto 3 HP pumps ( PWD SR 2023-24 Vol- 5 , P.No -154, I No - 13.23.1)
| Job | 1390.5 | 1390.5 | 1.0 | False | None | None | False | None | False | 1390.5 | 0 | | 3667713 | 133940 | None | 018 | Earth work excavation by manual means for drains, canals, waste weir, draft approach channels, key trenches, foundation of Buildings & bridges and suchsimillar 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 sidesneatly 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 oflabour, tools & other appurtenaces required to complete the work. P No 5,I.No-1.4 vol-1 PWD23-24
| Cum | 249.26 | 249.26 | 1.35 | False | None | None | False | None | False | 336.501 | 0 | | 3667714 | 133940 | None | 019 | Providing and laying in position Cement Concrete for levelling course forall works in foundation. The granite/trap/basalt crushed graded coarseaggregates and fine aggregates as per relevant IS Codes machine mixed, laid inlayers 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. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates P. No 15,I No 2.1.2 vol 1 PWD 23-24
| Cum | 5833.92 | 5833.92 | 0.34 | False | None | None | False | None | False | 1983.5328 | 0 | | 3667715 | 133940 | None | 020 | Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand ) P No 9 I No 5.2 Vol 2 PWD 23-24
| Cum | 6816.54 | 6816.54 | 3.0375 | False | None | None | False | None | False | 20705.24025 | 0 | | 3667716 | 133940 | None | 021 | Providing and laying in position Cement Concrete for levelling course forall works in foundation. The granite/trap/basalt crushed graded coarseaggregates and fine aggregates as per relevant IS Codes machine mixed, laid inlayers 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 Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates P No 2.1.4 I No 2.1.4 PWD 23-24
| Cum | 6403.51 | 6403.51 | 0.68 | False | None | None | False | None | False | 4354.3868 | 0 | | 3667717 | 133940 | None | 022 | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) tobrick/stone masonry including rounding off corners wherever requiredsmooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge P No 41, I No 8.3.1 vol 2 PWD 23-24
| Sqm | 364.62 | 364.62 | 6.0 | False | None | None | False | None | False | 2187.72 | 0 | | 3667718 | 133940 | None | 023 | RCC hume pipe Circular pump house: Providing precast RCC CircularHume 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 etc. complete.P No 116 I No 10.6 vol 5 PWD 23-24
| Nos | 16893.03 | 16893.03 | 1.0 | False | None | None | False | None | False | 16893.03 | 0 | | 3667719 | 133940 | None | 024 | 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 P No 116 I No 10.7 Vol 5
| Nos | 1938.46 | 1938.46 | 1.0 | False | None | None | False | None | False | 1938.46 | 0 | | 3667720 | 133940 | None | 025 | Providing and fixing GI 50mm dia chavi set consisting of 3nos 20mm bib cocks complete as per sample kept in the office premises including cost of transportation labour charges etc as per instruction of engineering in charges MR
| Nos | 2884.0 | 2884.0 | 1.0 | False | None | None | False | None | False | 2884.0 | 0 |
| | 1722511008000 | 0 | None | None | Water supply/sewage lines | Drilling of bore well and installation of pump sets, laying of pipeline , Construction of cistern tank at ward no 11 in the limit of TMC Terdal | 337725.58 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3667721 | 133941 | None | 001 | Geophysical investigation at site for sinking borewells for supplying drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting 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 yield test.( PWD SR 2023-24 Vol-5 , P.No -140, I No - 12.4 )
| Each | 5446.64 | 5446.64 | 1.0 | False | None | None | False | None | False | 5446.64 | 0 | | 3667722 | 133941 | None | 002 | 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) .Borewell depth of 0 to 50 Mtrs( PWD SR 2023-24 Vol-5 , P.No -139, I No - 12.2.1 )
| Mtr | 318.27 | 318.27 | 50.0 | False | None | None | False | None | False | 15913.5 | 0 | | 3667723 | 133941 | None | 003 | do above item no 2 specifiction but Borewell depth of 50 to 100 m ( PWD SR 2023-24 Vol-5 , P.No -139, I No - 12.2.2)
| Mtr | 398.61 | 398.61 | 50.0 | False | None | None | False | None | False | 19930.5 | 0 | | 3667724 | 133941 | None | 004 | do above item no 2 specifiction but Borewell depth of 100 to 150 m ( PWD SR 2023-24 Vol-5 , P.No -139, I No - 12.2.3)
| Mtr | 424.36 | 424.36 | 50.0 | False | None | None | False | None | False | 21218.0 | 0 | | 3667725 | 133941 | None | 005 | do above item no 2 specifiction but Borewell depth of 150 to 160 m ( PWD SR 2023-24 Vol-5 , P.No -139, I No - 12.2.4)
| Mtr | 492.34 | 492.34 | 50.0 | False | None | None | False | None | False | 24617.0 | 0 | | 3667726 | 133941 | None | 006 | do above item no 2 specifiction but Borewell depth of 200 to 240 m ( PWD SR 2023-24 Vol-5 , P.No -139, I No - 12.2.5)
| Mtr | 576.8 | 576.8 | 30.0 | False | None | None | False | None | False | 17304.0 | 0 | | 3667727 | 133941 | None | 007 | Providing 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 PVC pipes 200mm dia 6kg/sqcm & class 3 used as a casing pipe ( PWD SR 2023-24 Vol- 5, P.No -113 , I No - 10.1.10 )
| Mtr | 1148.45 | 1148.45 | 15.0 | False | None | None | False | None | False | 17226.75 | 0 | | 3667728 | 133941 | None | 008 | 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 Vol- 5 , P.No -143,I No - 12.34)
| Nos | 168.92 | 168.92 | 1.0 | False | None | None | False | None | False | 168.92 | 0 | | 3667729 | 133941 | None | 009 | 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 1x3x4 Sqm .(PWD SR 2023-24 Vol- 5 , P.No -154, I No - 13.22.3 )
| Mtr | 139.05 | 139.05 | 250.0 | False | None | None | False | None | False | 34762.5 | 0 | | 3667730 | 133941 | None | 010 | Supply and delivery at site Stringing of heavy duty Naylone/PP rope with
ISI etc complete suitable for Single phase Pumpsets.(PWD SR 2023-24 Vol- 5 , P.No -155, I No - 13.31 )
| Mtr | 41.2 | 41.2 | 250.0 | False | None | None | False | None | False | 10300.0 | 0 | | 3667731 | 133941 | None | 011 | Providing Single Phase Submersible Pump Sets of 100mm dia (4 inch)
suitable for bore well confirming to IS 8034-2000 specifications, to work
site with testing of as per instructions of engineer incharge of work and
latest amendments etc complete. For 3 HP etc. complete. 3.00 HP/2.2KW 30 STG ( PWD SR 2023-24 Vol- 5 , P.No -151,I No. 13.4 & .13-9.6)
| Set | 25265.9 | 25265.9 | 1.0 | False | None | None | False | None | False | 25265.9 | 0 | | 3667732 | 133941 | None | 012 | 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.( PWD SR 2023-24 Vol- 5 , P.No -156, I No - 13.32 )
| Nos | 6695.0 | 6695.0 | 1.0 | False | None | None | False | None | False | 6695.0 | 0 | | 3667733 | 133941 | None | 013 | KSRB13-9 : Providing and fixing to wall, ceiling and floor high density polyethylene pipes 6.00 kgf/sq.cm working pressure of outside diameter raising mains & exposed distribution pipes with special flange, compression type fittings, wall clips, making good the wall, ceiling and floor, including cost of all materials, labour charges, HOM and testing complete as per Specification No. KBS 13.2.15.2/13.9 HDPE Pipe 40mm Dai (SR 2018-19 BGV P.No 96 I.No 13.72)
| Mtr | 275.1 | 275.1 | 260.0 | False | None | None | False | None | False | 71526.0 | 0 | | 3667734 | 133941 | None | 014 | Labour charges for providing connection using insulated sheathed steel wire cable as per IS 1554/ 1988 with latest amendments from KPTCL pole to meter board unit, with all necessary materials ,tools and equipments,as per specificationswith testing of as per instructions of engineer incharge of work. 3.5 x 6 sqmm. ( PWD SR 2023-24 Vol- 5 , P.No -156, I No - 13.35. 2)
| Mtr | 164.8 | 164.8 | 25.0 | False | None | None | False | None | False | 4120.0 | 0 | | 3667735 | 133941 | None | 015 | Earthing: Providing 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. ( PWD SR 2023-24 Vol- 5 , P.No -157, I No - 13.39)
| Job | 3862.5 | 3862.5 | 1.0 | False | None | None | False | None | False | 3862.5 | 0 | | 3667736 | 133941 | None | 016 | 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) DOL- Direct Online Starter 2) S-D- Star Delta Starter etc. complete Upto 3 HP pumps ( PWD SR 2023-24 Vol- 5 , P.No -154, I No - 13.23.1)
| Job | 6695.0 | 6695.0 | 1.0 | False | None | None | False | None | False | 6695.0 | 0 | | 3667737 | 133941 | None | 017 | Labour charges for erection of indoor type panel board and meter board
units with all necessary materials and labour tools and equipments
including cement concrete for foundation/bed etc,complete as per
specification, with testing of as per instructions of engineer incharge
of work.( PWD SR 2023-24 Vol- 5 , P.No -156, I No - 13.33)
| Job | 1390.5 | 1390.5 | 1.0 | False | None | None | False | None | False | 1390.5 | 0 | | 3667738 | 133941 | None | 018 | Earth work excavation by manual means for drains, canals, waste weir, draft approach channels, key trenches, foundation of Buildings & bridges and suchsimillar 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 sidesneatly 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 oflabour, tools & other appurtenaces required to complete the work. P No 5,I.No-1.4 vol-1 PWD23-24
| Cum | 249.26 | 249.26 | 1.35 | False | None | None | False | None | False | 336.501 | 0 | | 3667739 | 133941 | None | 019 | Providing and laying in position Cement Concrete for levelling course forall works in foundation. The granite/trap/basalt crushed graded coarseaggregates and fine aggregates as per relevant IS Codes machine mixed, laid inlayers 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. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates P. No 15,I No 2.1.2 vol 1 PWD 23-24
| Cum | 5833.92 | 5833.92 | 0.34 | False | None | None | False | None | False | 1983.5328 | 0 | | 3667740 | 133941 | None | 020 | Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand ) P No 9 I No 5.2 Vol 2 PWD 23-24
| Cum | 6816.54 | 6816.54 | 3.0375 | False | None | None | False | None | False | 20705.24025 | 0 | | 3667741 | 133941 | None | 021 | Providing and laying in position Cement Concrete for levelling course forall works in foundation. The granite/trap/basalt crushed graded coarseaggregates and fine aggregates as per relevant IS Codes machine mixed, laid inlayers 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 Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates P No 2.1.4 I No 2.1.4 PWD 23-24
| Cum | 6403.51 | 6403.51 | 0.68 | False | None | None | False | None | False | 4354.3868 | 0 | | 3667742 | 133941 | None | 022 | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) tobrick/stone masonry including rounding off corners wherever requiredsmooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge P No 41, I No 8.3.1 vol 2 PWD 23-24
| Sqm | 364.62 | 364.62 | 6.0 | False | None | None | False | None | False | 2187.72 | 0 | | 3667743 | 133941 | None | 023 | RCC hume pipe Circular pump house: Providing precast RCC CircularHume 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 etc. complete.P No 116 I No 10.6 vol 5 PWD 23-24
| Nos | 16893.03 | 16893.03 | 1.0 | False | None | None | False | None | False | 16893.03 | 0 | | 3667744 | 133941 | None | 024 | 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 P No 116 I No 10.7 Vol 5
| Nos | 1938.46 | 1938.46 | 1.0 | False | None | None | False | None | False | 1938.46 | 0 | | 3667745 | 133941 | None | 025 | Providing and fixing GI 50mm dia chavi set consisting of 3nos 20mm bib cocks complete as per sample kept in the office premises including cost of transportation labour charges etc as per instruction of engineering in charges MR
| Nos | 2884.0 | 2884.0 | 1.0 | False | None | None | False | None | False | 2884.0 | 0 |
| | 1722511008000 | 0 | None | None | Water supply/sewage lines | Construction of cistern tank at various places at ward no 12 near 4th canal in the limit of TMC Terdal | 337707.79 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3667746 | 133942 | None | 001 | Earth work excavation by manual means for drains, canals, waste weir, draft approach channels, key trenches, foundation of Buildings & bridges and suchsimillar 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 sidesneatly 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 oflabour, tools & other appurtenaces required to complete the work. P No 5,I.No-1.4 vol-1 PWD23-24
| Cum | 249.26 | 249.26 | 8.1 | False | None | None | False | None | False | 2019.006 | 0 | | 3667747 | 133942 | None | 002 | Providing and laying in position Cement Concrete for levelling course forall works in foundation. The granite/trap/basalt crushed graded coarseaggregates and fine aggregates as per relevant IS Codes machine mixed, laid inlayers 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. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates P. No 15,I No 2.1.2 vol 1 PWD 23-24
| Cum | 5833.92 | 5833.92 | 2.03 | False | None | None | False | None | False | 11842.8576 | 0 | | 3667748 | 133942 | None | 003 | Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand ) P No 9 I No 5.2 Vol 2 PWD 23-24
| Cum | 6816.54 | 6816.54 | 18.225 | False | None | None | False | None | False | 124231.4415 | 0 | | 3667749 | 133942 | None | 004 | Providing and laying in position Cement Concrete for levelling course forall works in foundation. The granite/trap/basalt crushed graded coarseaggregates and fine aggregates as per relevant IS Codes machine mixed, laid inlayers 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 Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates P No 2.1.4 I No 2.1.4 PWD 23-24
| Cum | 6403.51 | 6403.51 | 4.05 | False | None | None | False | None | False | 25934.2155 | 0 | | 3667750 | 133942 | None | 005 | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) tobrick/stone masonry including rounding off corners wherever requiredsmooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge P No 41, I No 8.3.1 vol 2 PWD 23-24
| Sqm | 364.62 | 364.62 | 36.0 | False | None | None | False | None | False | 13126.32 | 0 | | 3667751 | 133942 | None | 006 | RCC hume pipe Circular pump house: Providing precast RCC CircularHume 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 etc. complete.P No 116 I No 10.6 vol 5 PWD 23-24
| Nos | 16893.03 | 16893.03 | 6.0 | False | None | None | False | None | False | 101358.18 | 0 | | 3667752 | 133942 | None | 007 | 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 P No 116 I No 10.7 Vol 5
| Nos | 1938.46 | 1938.46 | 6.0 | False | None | None | False | None | False | 11630.76 | 0 | | 3667753 | 133942 | None | 008 | Providing and fixing GI 50mm dia chavi set consisting of 3nos 20mm bib cocks complete as per sample kept in the office premises including cost of transportation labour charges etc as per instruction of engineering in charges MR
| Nos | 2884.0 | 2884.0 | 6.0 | False | None | None | False | None | False | 17304.0 | 0 | | 3667754 | 133942 | None | 009 | KSRB13-9 : Providing and fixing to wall, ceiling and floor high density polyethylene pipes 6.00 kgf/sq.cm working pressure of outside diameter raising mains & exposed distribution pipes with special flange, compression type fittings, wall clips, making good the wall, ceiling and floor, including cost of all materials, labour charges, HOM and testing complete as per Specification No. KBS 13.2.15.2/13.9 HDPE Pipe 40mm Dai (SR 2018-19 BGV P.No 96 I.No 13.72)
| Mtr | 275.1 | 275.1 | 110.0 | False | None | None | False | None | False | 30261.0 | 0 |
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