1725100548000 | 1 | None | None | Other Works | Construction of Urinals at varies locations in the town 1.Between Govt Hospital and Mini VidhanaSoudha Frount side 2.Near old taluk office 3.Near Harihara Circule 4.Kotturu road 5.Near Hadagali road and 6.Near IB circule . | 828693.51 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3894744 | 149850 | None | code01 | 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 PWD CSR 2023-24, Vol-I, P. No. 8, I. No. 1.14.1 | Cum | 107.1 | 107.1 | 24.3 | False | None | None | False | None | False | 2602.53 | 0 | 3894745 | 149850 | None | code02 | 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 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates PWD CSR 2023-24, Vol-I, P. No. 15, I. No. 2.1.3 | Cum | 6288.45 | 6288.45 | 8.25 | False | None | None | False | None | False | 51879.7125 | 0 | 3894746 | 149850 | None | code03 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) PWD CSR 2023-24, Vol-II, P. No. 9, I. No. 5.4 | Cum | 6708.45 | 6708.45 | 10.8 | False | None | None | False | None | False | 72451.26 | 0 | 3894747 | 149850 | None | code04 | 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. PWD CSR 2023-24, Vol-I, P. No. 7, I. No. 1.9 | Cum | 279.3 | 279.3 | 3.0375 | False | None | None | False | None | False | 848.37375 | 0 | 3894748 | 149850 | None | code05 | Filling approved 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. PWD CSR 2023-24, Vol-I, P. No. 7, I. No. 1.1 | Cum | 454.65 | 454.65 | 3.0375 | False | None | None | False | None | False | 1380.999375 | 0 | 3894749 | 149850 | None | code06 | Providing and laying in position 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 - M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD CSR 2023-24, Vol-I, P. No. 15, I. No. 2.2.1 | Cum | 6601.35 | 6601.35 | 6.0 | False | None | None | False | None | False | 39608.1 | 0 | 3894750 | 149850 | None | code07 | 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 - M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD CSR 2023-24, Vol-I, P. No. 16, I. No. 2.4.2 | Cum | 9958.72 | 9958.72 | 2.025 | False | None | None | False | None | False | 20166.408 | 0 | 3894751 | 149850 | None | code08 | 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 - For Buildings PWD CSR 2023-24, Vol-I, P. No. 18, I. No. 2.11a | Tonne | 93929.85 | 93929.85 | 0.2025 | False | None | None | False | None | False | 19020.794625 | 0 | 3894752 | 149850 | None | code09 | Providing Brick work with Non Modular fly ash bricks conforming to IS:12894, class designation 5.0 average compressive strength in super structure above plinth level up to floor I level in Cement mortar 1:6 (1cement : 6 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.PWD CSR 2023-24, Vol-II, P. No. 13, I. No. 6.25 | Cum | 8008.35 | 8008.35 | 17.25 | False | None | None | False | None | False | 138144.0375 | 0 | 3894753 | 149850 | None | code10 | 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 PWD CSR 2023-24, Vol-II, P. No. 42, I. No. 8.7 | Sqm | 384.3 | 384.3 | 75.0 | False | None | None | False | None | False | 28822.5 | 0 | 3894754 | 149850 | None | code11 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/10 m² with paint of approved quality 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. (The gloss should be 50% @ 60 degree angle with 10 years life) PWD CSR 2023-24, Vol-II, P. No. 46, I. No. 8.33.1 | Sqm | 165.9 | 165.9 | 75.0 | False | None | None | False | None | False | 12442.5 | 0 | 3894755 | 149850 | None | code12 | Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per m2 including pointing in white cement mixed with pigment of matching shade complete. PWD CSR 2023-24, Vol-II, P. No. 60, I. No. 9.10 | Sqm | 1161.3 | 1161.3 | 60.0 | False | None | None | False | None | False | 69678.0 | 0 | 3894756 | 149850 | None | code13 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. PWD CSR 2023-24, Vol-II, P. No. 63, I. No. 9.24 | Sqm | 2994.6 | 2994.6 | 32.4 | False | None | None | False | None | False | 97025.04 | 0 | 3894757 | 149850 | None | code14 | Water proofing materials PWD CSR 2023-24, Vol-II, P. No.A-43 I. No.1028 | Kgs | 46.2 | 46.2 | 50.0 | False | None | None | False | None | False | 2310.0 | 0 | 3894758 | 149850 | None | code15 | Providing and fixing unplasticised PVC connection pipe with brass unions :45 cm length, 20mm NB PWD CSR 2023-24, Vol-II, P. No. 118, I. No. 13.8.2.2 | No | 115.5 | 115.5 | 30.0 | False | None | None | False | None | False | 3465.0 | 0 | 3894759 | 149850 | None | code16 | Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet - 100 mm diameter PWD CSR 2023-24, Vol-II, P. No. 118, I. No. 13.9.1 | No | 269.85 | 269.85 | 30.0 | False | None | None | False | None | False | 8095.5 | 0 | 3894760 | 149850 | None | code17 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. PWD CSR 2023-24, Vol-II, P. No. 122, I. No. 13.32.3 | m | 500.85 | 500.85 | 54.0 | False | None | None | False | None | False | 27045.9 | 0 | 3894761 | 149850 | None | code18 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. PWD CSR 2023-24, Vol-II, P. No. 123, I. No. 13.34 | l | 9.45 | 9.45 | 1000.0 | False | None | None | False | None | False | 9450.0 | 0 | 3894762 | 149850 | None | code19 | Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete PWD CSR 2023-24, Vol-II, P. No. 127, I. No. 13.59 | Each | 231.0 | 231.0 | 30.0 | False | None | None | False | None | False | 6930.0 | 0 | 3894763 | 149850 | None | code20 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps PWD CSR 2023-24, Vol-II, P. No. 132, I. No. 14.7.1 | Each | 3236.1 | 3236.1 | 6.0 | False | None | None | False | None | False | 19416.6 | 0 | 3894764 | 149850 | None | code21 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mmsizes respectively with automatic flushing cistern with standard flushpipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :One urinal basin with 5 litre white P.V.C. automatic flushing cistern (PWD CSR 2023-24, Vol-II, P. No. 131, I. No. 14.4.1) | Each | 4676.7 | 4676.7 | 30.0 | False | None | None | False | None | False | 140301.0 | 0 | 3894765 | 149850 | None | code22 | Earth work excavation for pipeline trenches in all kinds of soils by mechanicalmeans as per drawing and technical specifications, including setting out,construction of shoring, strutting, barricading, caution lights, bracing, usingsight rails & bonding rods at every 100 mm wherever necessary as directed,removal of stumps and other deleterious matter, dressing of sides and levellingthe bottom of trench to the extent required , utilising the available excavatedearth locally for the work etc., and all other appurtenances complete in thefollowing strata. (p.no.10.i.no.1.17.1) COMMON SCHEDULE OF RATES 2023-24 TECHNICAL WORKING GROUP VOLUME-I | Cum | 275.1 | 275.1 | 25.92 | False | None | None | False | None | False | 7130.592 | 0 | 3894766 | 149850 | None | code23 | 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 includingjointing 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 theexcavationetc. complete. 6 Kg/m2: 200mm(weight of pipe -6.233 kg) (p.no.120. it.no 10.14.14) 2023-24 WATER SUPPLY AND UGD WORKS COMMON SCHEDULE OF RATES VOLUME-V | m | 1015.35 | 1015.35 | 48.0 | False | None | None | False | None | False | 48736.8 | 0 | 3894767 | 149850 | None | code24 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming afterwatering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications (p.no.7.i.no.1.10) COMMON SCHEDULE OF RATES 2023-24 TECHNICAL WORKING GROUP VOLUME-I | Cum | 168.0 | 168.0 | 10.3682 | False | None | None | False | None | False | 1741.8576 | 0 |
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