| 1727068660000 | 0 | None | None | Water supply/sewage lines | Work of providing and laying 230mmdia GSW pipe and 400mm dia RCC NP3 class SW line in place of 150mm/225 dia SW line with construction of new manhole at Girinagar T block and near Krishna Vaibhava hotel coming under Girinagar Service Station of AEESW-3 sub div | 2373772.31 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 4053357 | 157407 | None | code01 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately | Cum | 563.0 | 563.0 | 62.84 | False | None | None | False | None | False | 35378.92 | 0 | | 4053358 | 157407 | None | code02 | Dismantling of Flexible pavements and disposal of dismantled materials and stacking serviceable and unserviceable materials separately | Cum | 322.0 | 322.0 | 9.22 | False | None | None | False | None | False | 2968.84 | 0 | | 4053359 | 157407 | None | code03 | 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 excavate earth locally for the work etc., and all other appurtenances complete in the following strata. . Depth upto 1.50 m | Cum | 262.0 | 262.0 | 458.74 | False | None | None | False | None | False | 120189.88 | 0 | | 4053360 | 157407 | None | code04 | All kinds of soils. Depth upto 1.50 m, But not exceeding 3m | Cum | 331.0 | 331.0 | 203.94 | False | None | None | False | None | False | 67504.14 | 0 | | 4053361 | 157407 | None | code05 | Depth exceeding 3.0 m, but not exceeding 4.50 m | Cum | 480.0 | 480.0 | 8.78 | False | None | None | False | None | False | 4214.4 | 0 | | 4053362 | 157407 | None | code06 | Providing S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carryout of the survey 400mm dia RCC NP-3 | Mtr | 2036.0 | 2036.0 | 191.8 | False | None | None | False | None | False | 390504.8 | 0 | | 4053363 | 157407 | None | code07 | Providing lowering laying, jointing, testing and commissioning of following diameters glazed stone ware pipes, conforming to IS 651:1992, (with 5th revision) in all respects jointing with EPDM rubber rings (seals according to EN 681 & ASPM 425) The rubber seals joints pipe will have groves in interior of socket and exterior of the spigot. The rubber gasket shall be prefixed at the factory by the manufacturer rigidly with approved glue to have leak proof joint including conveying of pipe to work site and rolling and lowering into trenches, laying true to line, level and perfect linking at joints testing and commissoning including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of GSW pipes and specials, with rubber gaskets conforming to EN 681 and ASTM C-425 including cleaningthe socket and spigot with soap solution and applying talcum powder for detecting crack, then applying glue and before inserting of rubber gaskets, jacking and fixing in perfect condition including the cost of soap solution, talcum powder and glue etc. and giving necessary hydraulic test to the required pressure of water head with all lead and lifts including costing of jointing materials and all necessary survey works for laying of sewers etc., and disposal of debris as directed etc., complete. (Contractor will make his own arrangements for procuring water for testing) with Rubber ring gasket joints 230mm dia GSW | Mtr | 936.0 | 936.0 | 201.6 | False | None | None | False | None | False | 188697.6 | 0 | | 4053364 | 157407 | None | code08 | Providing and constructing "WIRE CUT BRICK MACHINEHOL CHAMBERS" using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia: Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.0 M depth & SFRC cover & frame | Nos | 29047.0 | 29047.0 | 7.0 | False | None | None | False | None | False | 203329.0 | 0 | | 4053365 | 157407 | None | code09 | Additional depth of Manholes from 1.0M to 2M | Nos | 3173.7 | 3173.7 | 36.5 | False | None | None | False | None | False | 115840.05 | 0 | | 4053366 | 157407 | None | code10 | Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. ,
2.0 M depth & SFRC cover & frame | Nos | 60784.0 | 60784.0 | 5.0 | False | None | None | False | None | False | 303920.0 | 0 | | 4053367 | 157407 | None | code11 | Additional depth of Manholes from 2.0M to 3.0M | Nos | 2853.2 | 2853.2 | 13.5 | False | None | None | False | None | False | 38518.2 | 0 | | 4053368 | 157407 | None | code12 | Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. ,
3.0 M depth & SFRC cover & frame | Nos | 89316.0 | 89316.0 | 2.0 | False | None | None | False | None | False | 178632.0 | 0 | | 4053369 | 157407 | None | code13 | Additional depth of Manholes from3.0M to 4.0M | Nos | 2939.8 | 2939.8 | 5.0 | False | None | None | False | None | False | 14699.0 | 0 | | 4053370 | 157407 | None | code14 | 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 | 160.0 | 160.0 | 570.95 | False | None | None | False | None | False | 91352.0 | 0 | | 4053371 | 157407 | None | code15 | Stone DustStone crusher dust finer than 3mm | Cum | 1237.0 | 1237.0 | 36.03 | False | None | None | False | None | False | 44569.11 | 0 | | 4053372 | 157407 | None | code16 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying inuniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density | Cum | 2559.0 | 2559.0 | 54.06 | False | None | None | False | None | False | 138339.54 | 0 | | 4053373 | 157407 | None | code17 | 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 withall lifts and lead Rubble stone masonry in cement mortar. | Cum | 610.0 | 610.0 | 10.56 | False | None | None | False | None | False | 6441.6 | 0 | | 4053374 | 157407 | None | code18 | A toe wall for toe protection can either be in dry rubble masonry in case of dry rubble pitching or pitching with stones in wire crates or it can be in PCC M15 nominal mix if cement concert block have been used for pitching . Rates for toe wall can be adopted from respective clauses depending upon approved design. The rate for excavation for foundation, dry rubble masonry and PCC M15 have been analysed and given in respective chapters of different volumes.Stone masonry in cement mortar (1:3) | Cum | 5899.0 | 5899.0 | 10.56 | False | None | None | False | None | False | 62293.44 | 0 | | 4053375 | 157407 | None | code19 | 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. comp 20 nos of 1 m length 110mm dia | Mtr | 411.0 | 411.0 | 20.0 | False | None | None | False | None | False | 8220.0 | 0 | | 4053376 | 157407 | None | code20 | Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments- 110mm dia | Nos | 302.0 | 302.0 | 20.0 | False | None | None | False | None | False | 6040.0 | 0 | | 4053377 | 157407 | None | code21 | Removal of unserviceable soil with disposal upto a suitable distance as directed by the Engineer incharge of work. for: | Cum | 85.0 | 85.0 | 100.51 | False | None | None | False | None | False | 8543.35 | 0 | | 4053378 | 157407 | None | code22 | 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. e. | Cum | 6630.0 | 6630.0 | 47.14 | False | None | None | False | None | False | 312538.2 | 0 | | 4053379 | 157407 | None | code23 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2on the prepared bituminous surface cleaned with mechanical broom | Sqm | 12.0 | 12.0 | 57.64 | False | None | None | False | None | False | 691.68 | 0 | | 4053380 | 157407 | None | code24 | Providing and laying Bituminous Concrete with 100 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.2 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects | Cum | 10537.0 | 10537.0 | 2.88 | False | None | None | False | None | False | 30346.56 | 0 |
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