| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1722500720000 | 0 | None | None | Water supply/sewage lines | Drilling of bore well and providing of submersible pump set at ward no 17 near suresh savadi house in the limit of tmc terdal | 253963.38 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3665229 | 133819 | None | 001 | 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 adopting Venner or, Schlum bergers'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. etc. complete Page no.140, Item no.12.4 PWD WS&UGD SR 2023-24 Volume V ---- KW 1 Booklet | Each | 5446.64 | 5446.64 | 1.0 | False | None | None | False | None | False | 5446.64 | 0 | | 3665230 | 133819 | 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 rates base from local quotation of rig agencies ---- KW 1 Booklet | Mtr | 721.0 | 721.0 | 60.0 | False | None | None | False | None | False | 43260.0 | 0 | | 3665231 | 133819 | None | 003 | Do Above item no 02 specification but bore well depth 60 To 90 m ---- KW 1 Booklet | Mtr | 741.6 | 741.6 | 30.0 | False | None | None | False | None | False | 22248.0 | 0 | | 3665232 | 133819 | None | 004 | Do Above item no 03 specification but bore well depth 90 To 120 m ---- KW 1 Booklet | Mtr | 772.5 | 772.5 | 30.0 | False | None | None | False | None | False | 23175.0 | 0 | | 3665233 | 133819 | None | 005 | Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling
charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. 110mm I No 10.14.25. P,No 121 as per SR of 2023-24 ---- KW 1 Booklet | Mtr | 520.15 | 520.15 | 90.0 | False | None | None | False | None | False | 46813.5 | 0 | | 3665234 | 133819 | None | 006 | Providing 200mm PVC casing cap including fixing charges, I No 34 P,No 143 as per BWSSB SR of 2021-22 ---- KW 1 Booklet | No | 168.92 | 168.92 | 1.0 | False | None | None | False | None | False | 168.92 | 0 | | 3665235 | 133819 | None | 007 | HDPE Pipe 32 mm Dia (SR 2018-19-BGV-P.No 95 I.No-13.72) ---- KW 1 Booklet | Mtr | 284.43 | 284.43 | 140.0 | False | None | None | False | None | False | 39820.2 | 0 | | 3665236 | 133819 | None | 008 | 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 Page no.143, Item no.12.33 PWD WS&UGD SR 2023-24 Volume V ---- KW 1 Booklet | Each | 154.5 | 154.5 | 1.0 | False | None | None | False | None | False | 154.5 | 0 | | 3665237 | 133819 | None | 009 | 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). Thedimensions of caps and colars shall be strictly as per IS 1239 (Part-II)1982 with all amendments including cost of material and labour chargesfor fixing, if any etc. complete with all lead and lifts and as directed bythe Engineer in charge Page no.143, Item no.12.34 PWD WS&UGD SR 2023-24 Volume V ---- KW 1 Booklet | Each | 168.92 | 168.92 | 1.0 | False | None | None | False | None | False | 168.92 | 0 | | 3665238 | 133819 | None | 010 | 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. Page no 151, I No13.9.6 Vol 5 SR 2023-24 ---- KW 1 Booklet | Each | 25265.9 | 25265.9 | 1.0 | False | None | None | False | None | False | 25265.9 | 0 | | 3665239 | 133819 | None | 011 | 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.1x3x6 Sqm Page no 154, I No13.22.4 Vol 5 SR 2023-24 ---- KW 1 Booklet | Mtr | 190.55 | 190.55 | 120.0 | False | None | None | False | None | False | 22866.0 | 0 | | 3665240 | 133819 | None | 012 | 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 ---- KW 1 Booklet | Each | 6695.0 | 6695.0 | 1.0 | False | None | None | False | None | False | 6695.0 | 0 | | 3665241 | 133819 | None | 013 | 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.Page no 155 I no 13.25 Vol 5 ---- KW 1 Booklet | Each | 566.5 | 566.5 | 1.0 | False | None | None | False | None | False | 566.5 | 0 | | 3665242 | 133819 | None | 014 | Supply and delivery at site Stringing of heavy duty Naylone/PP rope with ISI etc complete suitable for Single phase Pumpsets. Page no 155 I No 13.31 Vol 5 ---- KW 1 Booklet | Mtr | 41.2 | 41.2 | 120.0 | False | None | None | False | None | False | 4944.0 | 0 | | 3665243 | 133819 | None | 015 | 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. Vol-5 P.No 156 I.No 13.32 ---- KW 1 Booklet | Each | 6695.0 | 6695.0 | 1.0 | False | None | None | False | None | False | 6695.0 | 0 | | 3665244 | 133819 | None | 016 | 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. Vol-5 P.No 157 I.No 13.39 ---- KW 1 Booklet | No | 3862.5 | 3862.5 | 1.0 | False | None | None | False | None | False | 3862.5 | 0 | | 3665245 | 133819 | None | 017 | 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. Vol-5 P.No 156 I.No 13.36 ---- KW 1 Booklet | Mtr | 139.05 | 139.05 | 8.0 | False | None | None | False | None | False | 1112.4 | 0 | | 3665246 | 133819 | None | 018 | Providing main connection from pole GI pipe insulated sheathed steel wire cable in GI pipe as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit. Vol-5 P.No 156 I.No 13.37 ---- KW 1 Booklet | Mtr | 87.55 | 87.55 | 8.0 | False | None | None | False | None | False | 700.4 | 0 |
| | 1722500720000 | 0 | None | None | Water supply/sewage lines | Drilling of bore well & providing of submersible pump set at ward no 12 near Talim house at in limit of Terdal | 169482.96 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3665247 | 133820 | None | 001 | 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 adopting Venner or, Schlum bergers'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. etc. complete Page no.140, Item no.12.4 PWD WS&UGD SR 2023-24 Volume V ---- KW 1 Booklet | No | 5446.64 | 5446.64 | 1.0 | False | None | None | False | None | False | 5446.64 | 0 | | 3665248 | 133820 | 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) Page no.139, Item no.12.1.1 PWD WS&UGD SR 2023-24 Volume V ---- KW 1 Booklet | Mtr | 721.0 | 721.0 | 60.0 | False | None | None | False | None | False | 43260.0 | 0 | | 3665249 | 133820 | None | 003 | Do Above item no 02 specification but borewell depth 50 To 100 m Page no.139, Item no.12.1.1 PWD WS&UGD SR 2023-24 Volume V ---- KW 1 Booklet | Mtr | 741.6 | 741.6 | 30.0 | False | None | None | False | None | False | 22248.0 | 0 | | 3665250 | 133820 | None | 004 | Do Above item no 03 specification but borewell depth 100 To 110 m Page no.139, Item no.12.1.1 PWD WS&UGD SR 2023-24 Volume V ---- KW 1 Booklet | Mtr | 772.5 | 772.5 | 10.0 | False | None | None | False | None | False | 7725.0 | 0 | | 3665251 | 133820 | None | 005 | Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling
charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. 110mm I No 10.14.25. P,No 121 as per SR of 2023-24 ---- KW 1 Booklet | Mtr | 520.15 | 520.15 | 25.0 | False | None | None | False | None | False | 13003.75 | 0 | | 3665252 | 133820 | None | 006 | Providing 200mm PVC casing cap including fixing charges, I No 34 P,No 143 as per BWSSB SR of 2021-22 ---- KW 1 Booklet | Mtr | 168.92 | 168.92 | 1.0 | False | None | None | False | None | False | 168.92 | 0 | | 3665253 | 133820 | None | 007 | HDPE Pipe 32 mm Dia (SR 2018-19-BGV-P.No 95 I.No-13.72) ---- KW 1 Booklet | Each | 284.43 | 284.43 | 100.0 | False | None | None | False | None | False | 28443.0 | 0 | | 3665254 | 133820 | None | 008 | 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 Page no.143, Item no.12.33 PWD WS&UGD SR 2023-24 Volume V ---- KW 1 Booklet | Each | 154.5 | 154.5 | 1.0 | False | None | None | False | None | False | 154.5 | 0 | | 3665255 | 133820 | None | 009 | 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. Page no 151, I No13.9.6 Vol 5 SR 2023-24 ---- KW 1 Booklet | Each | 25265.9 | 25265.9 | 1.0 | False | None | None | False | None | False | 25265.9 | 0 | | 3665256 | 133820 | None | 010 | 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 ---- KW 1 Booklet | Each | 6695.0 | 6695.0 | 1.0 | False | None | None | False | None | False | 6695.0 | 0 | | 3665257 | 133820 | None | 011 | 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.Page no 155 I no 13.25 Vol 5 ---- KW 1 Booklet | Each | 566.5 | 566.5 | 1.0 | False | None | None | False | None | False | 566.5 | 0 | | 3665258 | 133820 | None | 012 | Supply and delivery at site Stringing of heavy duty Naylone/PP rope with ISI etc complete suitable for Single phase Pumpsets. Page no 155 I No 13.31 Vol 5 ---- KW 1 Booklet | Mtr | 41.2 | 41.2 | 100.0 | False | None | None | False | None | False | 4120.0 | 0 | | 3665259 | 133820 | None | 013 | 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. Vol-5 P.No 156 I.No 13.32 ---- KW 1 Booklet | Job | 6695.0 | 6695.0 | 1.0 | False | None | None | False | None | False | 6695.0 | 0 | | 3665260 | 133820 | None | 014 | 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. Vol-5 P.No 157 I.No 13.39 ---- KW 1 Booklet | No | 3862.5 | 3862.5 | 1.0 | False | None | None | False | None | False | 3862.5 | 0 | | 3665261 | 133820 | None | 015 | 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. Vol-5 P.No 156 I.No 13.36 ---- KW 1 Booklet | Mtr | 139.05 | 139.05 | 10.0 | False | None | None | False | None | False | 1390.5 | 0 | | 3665262 | 133820 | None | 016 | Providing main connection from pole GI pipe insulated sheathed steel wire cable in GI pipe as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit. Vol-5 P.No 156 I.No 13.37 ---- KW 1 Booklet | Mtr | 87.55 | 87.55 | 5.0 | False | None | None | False | None | False | 437.75 | 0 |
| | 1722500720000 | 1 | None | None | Water supply/sewage lines | Construction of cistern tank near kudachi road ganapati dodmani house at ward no 11 TMC Terdal | 41475.04 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3665263 | 133821 | None | code01 | 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 ---- KW 1 Booklet | Cum | 249.23 | 249.23 | 1.8 | False | None | None | False | None | False | 448.614 | 0 | | 3665264 | 133821 | None | code02 | 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 ---- KW 1 Booklet | Cum | 5833.92 | 5833.92 | 0.34 | False | None | None | False | None | False | 1983.5328 | 0 | | 3665265 | 133821 | None | code03 | 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 ---- KW 1 Booklet | Cum | 6816.54 | 6816.54 | 2.03 | False | None | None | False | None | False | 13837.5762 | 0 | | 3665266 | 133821 | None | code04 | 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 ---- KW 1 Booklet | Cum | 6403.51 | 6403.51 | 0.34 | False | None | None | False | None | False | 2177.1934 | 0 | | 3665267 | 133821 | None | code05 | 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 ---- KW 1 Booklet | Sqm | 364.62 | 364.62 | 3.6 | False | None | None | False | None | False | 1312.632 | 0 | | 3665268 | 133821 | None | code06 | 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 ---- KW 1 Booklet | Nos | 16893.03 | 16893.03 | 1.0 | False | None | None | False | None | False | 16893.03 | 0 | | 3665269 | 133821 | None | code07 | 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 ---- KW 1 Booklet | Nos | 1938.46 | 1938.46 | 1.0 | False | None | None | False | None | False | 1938.46 | 0 | | 3665270 | 133821 | None | code08 | 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 ---- KW 1 Booklet | Nos | 2884.0 | 2884.0 | 1.0 | False | None | None | False | None | False | 2884.0 | 0 |
| | 1722500720000 | 1 | None | None | Water supply/sewage lines | Construction of cistern tank at ward 8 in the limit TMC Terdal | 41475.04 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3665271 | 133822 | None | code01 | 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 ---- KW 1 Booklet | Cum | 249.23 | 249.23 | 1.8 | False | None | None | False | None | False | 448.614 | 0 | | 3665272 | 133822 | None | code02 | 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 ---- KW 1 Booklet | Cum | 5833.92 | 5833.92 | 0.34 | False | None | None | False | None | False | 1983.5328 | 0 | | 3665273 | 133822 | None | code03 | 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 ---- KW 1 Booklet | Cum | 6816.54 | 6816.54 | 2.03 | False | None | None | False | None | False | 13837.5762 | 0 | | 3665274 | 133822 | None | code04 | 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 ---- KW 1 Booklet | Cum | 6403.51 | 6403.51 | 0.34 | False | None | None | False | None | False | 2177.1934 | 0 | | 3665275 | 133822 | None | code05 | 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 ---- KW 1 Booklet | Sqm | 364.62 | 364.62 | 3.6 | False | None | None | False | None | False | 1312.632 | 0 | | 3665276 | 133822 | None | code06 | 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 ---- KW 1 Booklet | Nos | 16893.03 | 16893.03 | 1.0 | False | None | None | False | None | False | 16893.03 | 0 | | 3665277 | 133822 | None | code07 | 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 ---- KW 1 Booklet | Nos | 1938.46 | 1938.46 | 1.0 | False | None | None | False | None | False | 1938.46 | 0 | | 3665278 | 133822 | None | code08 | 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 ---- KW 1 Booklet | Nos | 2884.0 | 2884.0 | 1.0 | False | None | None | False | None | False | 2884.0 | 0 |
| | 1722500720000 | 1 | None | None | Water supply/sewage lines | Construction of cistern tank at ward no 12 near jamadar house in the limit TMC Terdal | 41475.04 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3665279 | 133823 | None | code01 | 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 ---- KW 1 Booklet | Cum | 249.23 | 249.23 | 1.8 | False | None | None | False | None | False | 448.614 | 0 | | 3665280 | 133823 | None | code02 | 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 ---- KW 1 Booklet | Cum | 5833.92 | 5833.92 | 0.34 | False | None | None | False | None | False | 1983.5328 | 0 | | 3665281 | 133823 | None | code03 | 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 ---- KW 1 Booklet | Cum | 6816.54 | 6816.54 | 2.03 | False | None | None | False | None | False | 13837.5762 | 0 | | 3665282 | 133823 | None | code04 | 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 ---- KW 1 Booklet | Cum | 6403.51 | 6403.51 | 0.34 | False | None | None | False | None | False | 2177.1934 | 0 | | 3665283 | 133823 | None | code05 | 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 ---- KW 1 Booklet | Sqm | 364.62 | 364.62 | 3.6 | False | None | None | False | None | False | 1312.632 | 0 | | 3665284 | 133823 | None | code06 | 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 ---- KW 1 Booklet | Nos | 16893.03 | 16893.03 | 1.0 | False | None | None | False | None | False | 16893.03 | 0 | | 3665285 | 133823 | None | code07 | 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 ---- KW 1 Booklet | Nos | 1938.46 | 1938.46 | 1.0 | False | None | None | False | None | False | 1938.46 | 0 | | 3665286 | 133823 | None | code08 | 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 ---- KW 1 Booklet | Nos | 2884.0 | 2884.0 | 1.0 | False | None | None | False | None | False | 2884.0 | 0 |
| | 1722500720000 | 1 | None | None | Water supply/sewage lines | Construction of cistern tank and laying pipeline at ward 23 near chinnagisha darga in the limit TMC Terdal | 125731.77 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3665287 | 133824 | None | code01 | 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 ---- KW 1 Booklet | Cum | 249.23 | 249.23 | 1.01 | False | None | None | False | None | False | 251.7223 | 0 | | 3665288 | 133824 | None | code02 | 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 ---- KW 1 Booklet | Cum | 5833.92 | 5833.92 | 0.34 | False | None | None | False | None | False | 1983.5328 | 0 | | 3665289 | 133824 | None | code03 | 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 ---- KW 1 Booklet | Cum | 6816.54 | 6816.54 | 2.03 | False | None | None | False | None | False | 13837.5762 | 0 | | 3665290 | 133824 | None | code04 | 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 ---- KW 1 Booklet | Cum | 6403.51 | 6403.51 | 0.34 | False | None | None | False | None | False | 2177.1934 | 0 | | 3665291 | 133824 | None | code05 | 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 ---- KW 1 Booklet | Sqm | 364.62 | 364.62 | 3.6 | False | None | None | False | None | False | 1312.632 | 0 | | 3665292 | 133824 | None | code06 | 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 ---- KW 1 Booklet | Nos | 16893.03 | 16893.03 | 1.0 | False | None | None | False | None | False | 16893.03 | 0 | | 3665293 | 133824 | None | code07 | 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 ---- KW 1 Booklet | Nos | 1938.46 | 1938.46 | 1.0 | False | None | None | False | None | False | 1938.46 | 0 | | 3665294 | 133824 | None | code08 | 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 ---- KW 1 Booklet | Nos | 2884.0 | 2884.0 | 1.0 | False | None | None | False | None | False | 2884.0 | 0 | | 3665295 | 133824 | None | code09 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead. VOL-3 SR 2023-24, Page No 10 Item No. 2.8 (i) By Manual Meansa. Cement Concrete Grade M-15 & M-20 ---- KW 1 Booklet | Cum | 960.99 | 960.99 | 7.2 | False | None | None | False | None | False | 6919.128 | 0 | | 3665296 | 133824 | None | code10 | Earth work excavation for pipelines/cables by Manual means upto 600 mm 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. In all kinds of soils. Depth upto 1.50m SR ---- KW 1 Booklet | Cum | 498.52 | 498.52 | 21.6 | False | None | None | False | None | False | 10768.032 | 0 | | 3665297 | 133824 | None | code11 | 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-PN6.0, 63mm dia SR 2023 -24 P No 95 I No 9.1.1 Vol 5 ---- KW 1 Booklet | Mtr | 194.67 | 194.67 | 60.0 | False | None | None | False | None | False | 11680.2 | 0 | | 3665298 | 133824 | None | code12 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. SR 2023-24 Vol-1 It. No.1.9 Pg. No.7 ---- KW 1 Booklet | Mtr | 273.99 | 273.99 | 21.6 | False | None | None | False | None | False | 5918.184 | 0 | | 3665299 | 133824 | None | code13 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates SR 2023-24 Vol-1 It. No.2.5.1 Pg. No.16 ---- KW 1 Booklet | Cum | 6828.9 | 6828.9 | 7.2 | False | None | None | False | None | False | 49168.08 | 0 |
| | 1722500720000 | 0 | None | None | Water supply/sewage lines | Providing of submersible pump set near prabhu madivalar bore well at ward no 06 in limit of TMC Terdal | 41934.39 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3665300 | 133825 | None | 001 | Providing Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications, to work site as per necessary ammendments and instructions of engineer incharge of work. For 3 HP etc. complete. 3.00 HP - 90 LPM @ 66 m = 10 STG Outlet Dia - 2.00" Vol 5 P.No 151 I.No
13.11.5 ---- KW 1 Booklet | No | 28956.39 | 28956.39 | 1.0 | False | None | None | False | None | False | 28956.39 | 0 | | 3665301 | 133825 | None | 002 | 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.1x3x6 Sqm Page no 154, I No13.22.4 Vol 5 SR 2023-24 ---- KW 1 Booklet | Mtr | 190.55 | 190.55 | 30.0 | False | None | None | False | None | False | 5716.5 | 0 | | 3665302 | 133825 | None | 003 | 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 Vol 5 P.No 155 I.No 13.23.1 ---- KW 1 Booklet | No | 6695.0 | 6695.0 | 1.0 | False | None | None | False | None | False | 6695.0 | 0 | | 3665303 | 133825 | None | 004 | 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. Vol 5 P.No 155 I.No 13.253 ---- KW 1 Booklet | No | 566.5 | 566.5 | 1.0 | False | None | None | False | None | False | 566.5 | 0 |
| | 1722500720000 | 1 | None | None | Water supply/sewage lines | Providing of submersible pump set and construction of cistern tank near Shobha naduvinakrei house at ward no 09 in limit TMC Terdal | 84284.93 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3665304 | 133826 | None | code01 | 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 ---- KW 1 Booklet | Cum | 249.23 | 249.23 | 1.8 | False | None | None | False | None | False | 448.614 | 0 | | 3665305 | 133826 | None | code02 | 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 ---- KW 1 Booklet | Cum | 5833.92 | 5833.92 | 0.34 | False | None | None | False | None | False | 1983.5328 | 0 | | 3665306 | 133826 | None | code03 | 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 ---- KW 1 Booklet | Cum | 6816.54 | 6816.54 | 2.03 | False | None | None | False | None | False | 13837.5762 | 0 | | 3665307 | 133826 | None | code04 | 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 ---- KW 1 Booklet | Cum | 6403.51 | 6403.51 | 0.34 | False | None | None | False | None | False | 2177.1934 | 0 | | 3665308 | 133826 | None | code05 | 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 ---- KW 1 Booklet | Sqm | 364.62 | 364.62 | 3.6 | False | None | None | False | None | False | 1312.632 | 0 | | 3665309 | 133826 | None | code06 | 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 ---- KW 1 Booklet | Nos | 16893.03 | 16893.03 | 1.0 | False | None | None | False | None | False | 16893.03 | 0 | | 3665310 | 133826 | None | code07 | 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 ---- KW 1 Booklet | Nos | 1938.46 | 1938.46 | 1.0 | False | None | None | False | None | False | 1938.46 | 0 | | 3665311 | 133826 | None | code08 | 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 ---- KW 1 Booklet | Nos | 2884.0 | 2884.0 | 1.0 | False | None | None | False | None | False | 2884.0 | 0 | | 3665312 | 133826 | None | code09 | Providing Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications, to work site as per necessary ammendments and instructions of engineer incharge of work. For 3 HP etc. complete. 3.00 HP - 90 LPM @ 66 m = 10 STG Outlet Dia - 2.00" Vol 5 P.No 151 I.No 13.11.5 ---- KW 1 Booklet | Nos | 28956.39 | 28956.39 | 1.0 | False | None | None | False | None | False | 28956.39 | 0 | | 3665313 | 133826 | None | code10 | Supply and delivery at site Stringing of heavy duty Naylone/PP rope with ISI etc complete suitable for Single phase Pumpsets. Vol 5 P.No 155 I.No 13.31 ---- KW 1 Booklet | Mtr | 41.2 | 41.2 | 160.0 | False | None | None | False | None | False | 6592.0 | 0 | | 3665314 | 133826 | None | code11 | 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 Vol 5 P.No 155 I.No 13.23.1 ---- KW 1 Booklet | Nos | 6695.0 | 6695.0 | 1.0 | False | None | None | False | None | False | 6695.0 | 0 | | 3665315 | 133826 | None | code12 | 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. Vol 5 P.No 155 I.No 13.25 ---- KW 1 Booklet | Nos | 566.5 | 566.5 | 1.0 | False | None | None | False | None | False | 566.5 | 0 |
| | 1722500720000 | 0 | None | None | Water supply/sewage lines | Drilling of Borewell and fixing of submersible pump set at ward no 13 near Gopal Ramappa Ganiger House in limit of TMC Terdal | 167993.87 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3665316 | 133827 | 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 adopting Venner or, Schlum bergers'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. etc. complete Page no.140, Item no.12.4 PWD WS&UGD SR 2023-24 Volume V ---- KW 1 Booklet | Nos | 5446.64 | 5446.64 | 1.0 | False | None | None | False | None | False | 5446.64 | 0 | | 3665317 | 133827 | 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 ) (Above 450m of drilling add 10% for every,50m depth) Page no.139, Item no.12.1.1 PWD WS&UGD SR 2023-24 Volume V ---- KW 1 Booklet | Mtr | 381.1 | 381.1 | 50.0 | False | None | None | False | None | False | 19055.0 | 0 | | 3665318 | 133827 | None | code03 | Do Above item no 02 specification but borewell depth 50 To 100 m Page no.139, Item no.12.1.1 PWD WS&UGD SR 2023-24 Volume V ---- KW 1 Booklet | Mtr | 477.92 | 477.92 | 50.0 | False | None | None | False | None | False | 23896.0 | 0 | | 3665319 | 133827 | None | code04 | Do Above item no 03 specification but borewell depth 100 To 150 m Page no.139, Item no.12.1.1 PWD WS&UGD SR 2023-24 Volume V ---- KW 1 Booklet | Mtr | 507.79 | 507.79 | 50.0 | False | None | None | False | None | False | 25389.5 | 0 | | 3665320 | 133827 | None | code05 | 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. Page no.143, Item no.12.32 PWD WS&UGD SR 2023-24 Volume V ---- KW 1 Booklet | Mtr | 1990.99 | 1990.99 | 8.0 | False | None | None | False | None | False | 15927.92 | 0 | | 3665321 | 133827 | None | code06 | 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 Page no.143, Item no.12.33 PWD WS&UGD SR 2023-24 Volume V ---- KW 1 Booklet | Nos | 154.5 | 154.5 | 2.0 | False | None | None | False | None | False | 309.0 | 0 | | 3665322 | 133827 | None | code07 | 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). Thedimensions of caps and colars shall be strictly as per IS 1239 (Part-II)1982 with all amendments including cost of material and labour chargesfor fixing, if any etc. complete with all lead and lifts and as directed bythe Engineer in charge Page no.143, Item no.12.34 PWD WS&UGD SR 2023-24 Volume V ---- KW 1 Booklet | Nos | 168.92 | 168.92 | 1.0 | False | None | None | False | None | False | 168.92 | 0 | | 3665323 | 133827 | None | code08 | Providing Submersible Pump Set of 150mm dia suitable for bore well andconfirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low voltMotor as per specifications, to work site as per necessary ammendmentsand instructions of engineer incharge of work. For 3 HP etc. complete 3.00 HP - 90 LPM @ 66 m = 10 STG Outlet Dia - 2.00" Page no 151, I No13.11.5 Vol 5 SR 2023-24 ---- KW 1 Booklet | Nos | 28956.39 | 28956.39 | 1.0 | False | None | None | False | None | False | 28956.39 | 0 | | 3665324 | 133827 | None | code09 | Supply and delivery at site Stringing of heavy duty Naylone/PP rope with ISI etc complete suitable for Single phase Pumpsets. Page no 155 I No 13.31 Vol 5 ---- KW 1 Booklet | Mtr | 41.2 | 41.2 | 150.0 | False | None | None | False | None | False | 6180.0 | 0 | | 3665325 | 133827 | None | code10 | HDPE Pipe 32 mm Dia (SR 2018-19-BGV-P.No 95 I.No-13.72) ---- KW 1 Booklet | Mtr | 284.43 | 284.43 | 150.0 | False | None | None | False | None | False | 42664.5 | 0 |
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