| 1707919215000 | 0 | None | None | Water supply/sewage lines | To providing rainwater harvesting to weigh bridge building in swm site To providing safty wall to sihineeru bhavi near govt hospital, to construction of grey water drain in back side tmc office halla(nala) in kakkera tmc limit. | 244274.01 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2593807 | 80806 | None | code01 | Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. | Kg | 142.8 | 142.8 | 175.0 | False | None | None | False | None | False | 24990.0 | 0 | | 2593808 | 80806 | None | code02 | Fencing with G.I. barbed wire Angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used .Supplying at site Angle iron post & strut of required size 50*50*5 including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.(PWD SR 2023-24 VOL-II itm no-11.57.2) | Kg | 119.78 | 119.78 | 97.58 | False | None | None | False | None | False | 11688.1324 | 0 | | 2593809 | 80806 | None | code03 | Providing and constructing load bearing wall with Solid Concrete blocksof size 400x100x200mm having block density more than 1800kg/m3and minimum compressive strength of 4.00 N/mm2 conforming to IS2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005including cost of all materials, labour, scaffolding and curing, usagecharges of machinery etc complete as per specifications..(PWD SR 2023-24 VOL-II itm no-6.34) | Cum | 1170.24 | 1170.24 | 6.0 | False | None | None | False | None | False | 7021.44 | 0 | | 2593810 | 80806 | None | code04 | Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand) to brick masonry 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.(PWD SR 2023-24 VOL-II itm no-8.4.2) | Sqm | 330.72 | 330.72 | 60.0 | False | None | None | False | None | False | 19843.2 | 0 | | 2593811 | 80806 | None | code05 | Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.(PWD SR 2023-24 VOL-II itm no-8.28) | Sqm | 94.34 | 94.34 | 60.0 | False | None | None | False | None | False | 5660.4 | 0 | | 2593812 | 80806 | None | code06 | Item Description : KSRB 2-2.1 : Earthwork excavation by manual means for foundation of buildings, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5m and above in width, in ordinary soil not exceeding 1.5 m. in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead up to 50 m. after breaking of clods complete as per specifications. specification. No. KBS 2.1(a) / 2.3.5 | Cum | 99.75 | 99.75 | 8.0 | False | None | None | False | None | False | 798.0 | 0 | | 2593813 | 80806 | None | code07 | Item Description : KSRB 4-1.3 : Providing and laying in position plain cement concrete of mix 1:4:8 with OPC cement @ 180kgs, with 40mm and down size graded granite metal coarse aggregates @0.85cum and fine aggregates @ 0.57cum machine mixed, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation, including cost of all materials, labour, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1, 4.2 | Cum | 5604.9 | 5604.9 | 0.45 | False | None | None | False | None | False | 2522.205 | 0 | | 2593814 | 80806 | None | code08 | Item Description : KSRB 4.2.1 : Providing and laying in position reinforced cement concrete of Design mix M25 with OPC cement @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.70 cum and fine aggregtes @ 0.47cum, with super plasticisers @ 3 liters confirming to is 9103-1999 reafirmed-2008 at machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for all works in foundation for footings, pedastals, retaining walls, return walls, walls (any thickness) including attached pilasters, columnspillars, posts, struts, buttresses, bed blocks, anchor blocks & plinths etc., including cost of all materials, labour, HOM of machinery, curing, complete but excluding cost of reinforcement as per specifications. Specification No. | Cum | 6639.15 | 6639.15 | 0.68 | False | None | None | False | None | False | 4514.622 | 0 | | 2593815 | 80806 | None | code09 | Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as per specification I.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 for saturated dry samples - For Super structure in CM 1:6. | Cum | 7092.75 | 7092.75 | 2.7 | False | None | None | False | None | False | 19150.425 | 0 | | 2593816 | 80806 | None | code10 | Providing and removing a centering, shuttering, strutting, propping etc.., and removal of form work for a foundation footing bases of column for mass concrete including cost of all materials, labours, complete as per specificatons. | Sqm | 4879.78 | 4879.78 | 0.6 | False | None | None | False | None | False | 2927.868 | 0 | | 2593817 | 80806 | 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. | Kg | 93929.85 | 93929.85 | 0.072 | False | None | None | False | None | False | 6762.9492 | 0 | | 2593818 | 80806 | 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 | 0.54 | False | None | None | False | None | False | 568.134 | 0 | | 2593819 | 80806 | 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 Engineerin- charge. | Cum | 1245.3 | 1245.3 | 0.28 | False | None | None | False | None | False | 348.684 | 0 | | 2593820 | 80806 | 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 Engineerincharge. | Cum | 1251.6 | 1251.6 | 0.28 | False | None | None | False | None | False | 350.448 | 0 | | 2593821 | 80806 | None | code15 | Gravel packing in tube well construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading &
sizes as per actual requirement, all complete as per direction of Engineerin-charge. | Cum | 1405.95 | 1405.95 | 0.242 | False | None | None | False | None | False | 340.2399 | 0 | | 2593822 | 80806 | None | code16 | Providing UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark 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 and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes 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.
complete for:Pipes of SN 4, 75mm dia. | m | 227.85 | 227.85 | 125.0 | False | None | None | False | None | False | 28481.25 | 0 | | 2593823 | 80806 | None | code17 | Providing and constructing load bearing wall with Solid Concrete blocksof size 400x100x200mm having block density more than 1800kg/m3and minimum compressive strength of 4.00 N/mm2 conforming to IS2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005including cost of all materials, labour, scaffolding and curing, usagecharges of machinery etc complete as per specifications..(PWD SR 2023-24 VOL-II itm no-6.34) | Cum | 1159.2 | 1159.2 | 2.4 | False | None | None | False | None | False | 2782.08 | 0 | | 2593824 | 80806 | None | code18 | Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand) to brick masonry 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.(PWD SR 2023-24 VOL-II itm no-8.4.2) | Sqm | 327.6 | 327.6 | 24.0 | False | None | None | False | None | False | 7862.4 | 0 | | 2593825 | 80806 | None | code19 | Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.(PWD SR 2023-24 VOL-II itm no-8.28) | Sqm | 94.34 | 94.34 | 24.0 | False | None | None | False | None | False | 2264.16 | 0 | | 2593826 | 80806 | None | code20 | 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 (common SR volm 1 2023-24 item no 2.1.1 pg no-94) | Cum | 51.94 | 51.94 | 9.24 | False | None | None | False | None | False | 479.9256 | 0 | | 2593827 | 80806 | None | code21 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The
granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) (common SR volm 1 2023-24 item no 1.16.1 pg no-120) | Cum | 5274.56 | 5274.56 | 3.08 | False | None | None | False | None | False | 16245.6448 | 0 | | 2593828 | 80806 | None | code22 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour,Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) (common SR volm 1 2023-24 item no 2.2.1.1 pg no-122) | Cum | 6604.86 | 6604.86 | 6.5 | False | None | None | False | None | False | 42931.59 | 0 | | 2593829 | 80806 | None | code23 | Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work ready to use "cut and bend" rebars of approved make from factory/workshop to construction site including placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications.(volm 3 item no 11.33 pg no-131) | Kg | 93.28 | 93.28 | 383.15 | False | None | None | False | None | False | 35740.232 | 0 |
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