| 1725964247000 | 0 | None | None | Other Works | Construction of Gery water providing pipe line Global Sainik School at Kumbarwada Village including valves and chidri Haq Colony Old Navadgeri and surrounding area and Formation of Road in Bidar City | 8447573.24 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3951513 | 153038 | None | code01 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications | Cum | 168.0 | 168.0 | 2178.75 | False | None | None | False | None | False | 366030.0 | 0 | | 3951514 | 153038 | None | code02 | 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 inculding 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 fortesting) etc. complete. BWSSB CSR 2023-24, Item No.9.12.7 Page No.103) HDPE Grade PE100-PN10.0, 110 mm dia | Mtr | 1212.75 | 1212.75 | 2470.0 | False | None | None | False | None | False | 2995492.5 | 0 | | 3951515 | 153038 | None | code03 | 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 inculding 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 fortesting) etc. complete. BWSSB CSR 2023-24, Item No.9.12.7 Page No.103) HDPE Grade PE100-PN10.0, 90 mm dia | Mtr | 403.2 | 403.2 | 100.0 | False | None | None | False | None | False | 40320.0 | 0 | | 3951516 | 153038 | None | code04 | Providing, fabricaing and fixing at site various diameters of MS Flangesas per IS standards to fix sluice valves as per sketch. The rate to includecost of all materials, labour, consumables, hire charges for tools andtackles, weldiing equipments etc. complete as per instructions of theEngineer in charge. BWSSB CSR 2023-24 ,Vol-05, Item No.5.30.5, Page No.65) for Flanges of 200mm dia and 20mm thick | Each | 2822.4 | 2822.4 | 1.0 | False | None | None | False | None | False | 2822.4 | 0 | | 3951517 | 153038 | None | code05 | Plain Cement Pavement Quality M30 grade Concrete (RMC) with OPC & GGBS laid without Paver:: Construction of un-reinforced plain cement concrete pavement using RMC M-30 grade with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared sub base. The superplastisiser confirming to IS 9103-1999 Reaffirmed-2008 Coarse aggregates and Fine aggregate confirming to IS:383-2016,transported to site, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work). Spreading the concrete with shovels, rackers and compacted using needle, suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth finishing to lines and grades complete including cost of all materials, labour, all lead & lift, loading charges as per specification & direction of Engineer - incharge of the work. (Groove cutting shall be paid seperately) Road Restrotion | Cum | 7112.7 | 7112.7 | 146.4 | False | None | None | False | None | False | 1041299.28 | 0 | | 3951518 | 153038 | None | code06 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In ordinary/soft rock without blasting upto 1.5 m depth | Cum | 381.15 | 381.15 | 210.0 | False | None | None | False | None | False | 80041.5 | 0 | | 3951519 | 153038 | None | code07 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates (PWD Com SR 2023-24 Vol - I Page No. 15 Item No. 2.1.2) | Cum | 5947.2 | 5947.2 | 11.95 | False | None | None | False | None | False | 71069.04 | 0 | | 3951520 | 153038 | None | code08 | Providing Brick work with common burnt clay modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work | Cum | 9317.7 | 9317.7 | 30.61 | False | None | None | False | None | False | 285214.797 | 0 | | 3951521 | 153038 | None | code09 | Providing 15 mm cement plaster with cement mortar 1:3 (1 cement:3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge | Sqm | 384.3 | 384.3 | 261.2 | False | None | None | False | None | False | 100379.16 | 0 | | 3951522 | 153038 | None | code10 | 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 | Cum | 10442.25 | 10442.25 | 10.2 | False | None | None | False | None | False | 106510.95 | 0 | | 3951523 | 153038 | None | code11 | 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, All other type of structures | Tonne | 82961.55 | 82961.55 | 1.9651 | False | None | None | False | None | False | 163027.741905 | 0 | | 3951524 | 153038 | None | code12 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge | Cum | 1052.1 | 1052.1 | 10.0 | False | None | None | False | None | False | 10521.0 | 0 | | 3951525 | 153038 | None | code13 | Supplying, filling, spreading &leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge | Cum | 1245.3 | 1245.3 | 10.0 | False | None | None | False | None | False | 12453.0 | 0 | | 3951526 | 153038 | None | code14 | Supplying, filling, spreading &leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge | Cum | 1251.6 | 1251.6 | 10.0 | False | None | None | False | None | False | 12516.0 | 0 | | 3951527 | 153038 | None | code15 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: PVC pipes 160mm dia., 6 kg/sqcm & class | Mtr | 648.9 | 648.9 | 30.0 | False | None | None | False | None | False | 19467.0 | 0 | | 3951528 | 153038 | None | code16 | Providing and laying filter media consisting of two layers of 250 gsm poly-propeline non-woven filter fabric with 400 mm thick 20 mm down clean, hard, graded coarse aggregate in between for vertical / inclined / horizontal filter blanket for embankment including cost of all materials, machinery, labour and all other ancillary operations complete | Sqm | 1474.2 | 1474.2 | 80.0 | False | None | None | False | None | False | 117936.0 | 0 | | 3951529 | 153038 | None | code17 | 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, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m | Cum | 254.1 | 254.1 | 97.0 | False | None | None | False | None | False | 24647.7 | 0 | | 3951530 | 153038 | None | code18 | Providing and laying in position 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 necessary, 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. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates | Cum | 9077.67 | 9077.67 | 29.11 | False | None | None | False | None | False | 264250.9737 | 0 | | 3951531 | 153038 | None | code19 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata.
Ordinary/soft rock (without requiring blasting) Depth upto 1.50 m | Cum | 275.1 | 275.1 | 375.0 | False | None | None | False | None | False | 103162.5 | 0 | | 3951532 | 153038 | None | code20 | Cutting Asphalt /Concrete road surface using machine cutter for leakage pit with earth work excavation in all classifications of soil including all lead and lifts bailing out water with pumps including barricading, danger lighting etc., as per requirement and disposing of the excavated stuff as directed. After attending the leak, refilling the trench for 30 cm depth quarry dust above and around pipelines and balance with available earth in layers not exceeding 20 cms in depth, compacting Each deposited layer by ramming including watering and consolidation by mechanical means approved by Engineer Incharge. (Work to be carried out as per leak repair manual and the rate includes hire charges of dewatering Pump, tractor, Jeep with all kinds of Labour in a Complete manner). | Cum | 1214.85 | 1214.85 | 127.5 | False | None | None | False | None | False | 154893.375 | 0 | | 3951533 | 153038 | None | code21 | Supplying, fixing and commissionng Electromagnetic Induction Bulk Flow Meters for 150mm dia inculding material, labour,transportion, required specials such as Flanges, Tail piecs etc, complete. | Each | 166950.0 | 166950.0 | 1.0 | False | None | None | False | None | False | 166950.0 | 0 | | 3951534 | 153038 | None | code22 | Providing and fixing DI Resilient seated soft sealing SLUICE VALVE ofvariouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. etc. complete a. For sluice Valve of PN 16.0 and 150mm | Each | 22207.5 | 22207.5 | 1.0 | False | None | None | False | None | False | 22207.5 | 0 | | 3951535 | 153038 | None | code23 | Providing and fixing DI Resilient seated soft sealing SLUICE VALVE ofvariouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. etc. complete a. For sluice Valve of PN 16.0 and 80mm | Each | 10912.65 | 10912.65 | 4.0 | False | None | None | False | None | False | 43650.6 | 0 | | 3951536 | 153038 | None | code24 | Providing and laying Ductile Iron pipes of class conforming to IS 8329:2000 with latest amendments, conveying to work site, rolling and lowering into trenches, laying true to line, level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations, cutting of pipes wherever necessary, jointing with DI specials (excluding cost of specials) and rubber gaskets, cleaning the socket and spigot end with soap solution, applying soft soap to the socket and spigot ends before insertion of rubber gaskets, jacking and fixing in perfect conditions etc. The cost to include soap solution, soft soap, waste etc. and giving necessary hydraulic test to the required pressure as per ISS with all lead and lifts and cost of all jointing materials. (The contractor will make his own arrangements for water for testing. Earth work excavation in trenches to be measured and paid for seperately) Note: In sewerage projects for internal cement mortal lining ( CML ) of DI pipes, if High Alumina Cement ( HAC ) as recommended in Annexure B clause 16.3 of IS8329:2000 is considered in place of Slag or
Sulphate Resistance Cement ( SRC ), the cost of pipes may be increased by
5-6% from the prices listed. For DI K7 pipes 200mm dia pipe | Mtr | 2704.8 | 2704.8 | 350.0 | False | None | None | False | None | False | 946680.0 | 0 | | 3951537 | 153038 | None | code25 | Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata Ordinary/soft rock (without requiring blasting) Depth upto 1.50 m | Cum | 476.7 | 476.7 | 1860.0 | False | None | None | False | None | False | 886662.0 | 0 | | 3951538 | 153038 | None | code26 | Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-10: (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) etc. complete For sluice Valve of PN 16.0 and 200mm | Each | 34687.8 | 34687.8 | 1.0 | False | None | None | False | None | False | 34687.8 | 0 | | 3951539 | 153038 | None | code27 | Manufacturing, providing, trasporting, rolling, lowering, laying, jointing & testing and commissioning of MS specials of minimum 8mm thick such as bends, tail pieces, reduces etc. conforming to IS-7322:1985 with latest amendments and including perfect linking and welding of joints to correct position includng cost and conveyance of materials with all lead and lifts, cost all labour and giving satisfactory hydraulic test as per IS:3589:2001 with latest amendments for test pressure and working pressure both at factory and site etc. complete as per detailed specifications with inside lining two coat of food grade epoxy painting of approved make with Each coat of 250 micron thick (after dry) over one coat of food grade epoxy primer of approved make with minium of 50 micron thick (after dry) and outside 25mm thick coating in CM 1:3 by providing 50x50mm weld mesh including loading and unloading of the pipes for the following category to suit PSC / MS / CI / AC / DI / PVC pipes. The weight of MS shell only by considered before lining and coating for arriving at the rate. The thickness of plate will be specified by the engineer. (Contractor will make his own arrangements for procuring water for testing for: Note: 1) For small works where the C.M. lining is not practicable for inside surface of the pipe, food grade expoxy painting of two coat over one coat of epoxy primer may be proposed and got approved. 2) The above rates are applicable only for pipe works etc.complete Pipe bends,branches, tail pieces, reducers etc. for upto 500mm dia pipes | Kgs | 178.5 | 178.5 | 500.0 | False | None | None | False | None | False | 89250.0 | 0 | | 3951540 | 153038 | None | code28 | 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 inculding 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 fortesting) etc. complete 110 mm dia | Mtr | 583.8 | 583.8 | 80.0 | False | None | None | False | None | False | 46704.0 | 0 | | 3951541 | 153038 | None | code29 | Supply and laying of LG UT cable having aluminium conductor PVC insulated, sheathed, galvanized steel wire / steel tap armored cable with PVC over sheathing | Mtr | 84.0 | 84.0 | 100.0 | False | None | None | False | None | False | 8400.0 | 0 | | 3951542 | 153038 | None | code30 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction | Cum | 110.25 | 110.25 | 58.5 | False | None | None | False | None | False | 6449.625 | 0 | | 3951543 | 153038 | None | code31 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work | Cum | 497.7 | 497.7 | 117.0 | False | None | None | False | None | False | 58230.9 | 0 | | 3951544 | 153038 | None | code32 | Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. For For Grading -II Material m3 | Cum | 2553.6 | 2553.6 | 61.5 | False | None | None | False | None | False | 157046.4 | 0 | | 3951545 | 153038 | None | code33 | Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm in concrete slab using concrete cutting machine with diamond studded saw within 4-8 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge | Mtr | 73.5 | 73.5 | 117.0 | False | None | None | False | None | False | 8599.5 | 0 |
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