1725300268000 | 1 | None | None | Roads | Construction of of cc road and concrete slop and installation of ugd hand Railing at ward no 6 alimohalla 2nd pipe line road from papasaab to sharif anna House in Chitradurga city | 2542553.87 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3905028 | 150534 | None | ITEM1 | 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 (p.no.6.i.no.1.6.1) COMMON SCHEDULE OF RATES 2023-24 TECHNICAL WORKING GROUP VOLUME-I | Cum | 498.52 | 498.52 | 33.54 | False | None | None | False | None | False | 16720.3608 | 0 | 3905029 | 150534 | None | ITEM2 | 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 | 269.86 | 269.86 | 11.18 | False | None | None | False | None | False | 3017.0348 | 0 | 3905030 | 150534 | None | ITEM3 | Providing and constructing of Machinehole chambers 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 and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including Providing and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, Providing and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks & Medium Duty cover and frame.For 1.2m dia Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. ,1.0 M depth & Medium duty SFRC cover & frame (p.no.201. it.no 16.40.1) 2023-24 WATER SUPPLY AND UGD WORKS COMMON SCHEDULE OF RATES VOLUME-V | Each | 25079.47 | 25079.47 | 2.0 | False | None | None | False | None | False | 50158.94 | 0 | 3905031 | 150534 | None | ITEM4 | 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. 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 | 996.01 | 996.01 | 50.0 | False | None | None | False | None | False | 49800.5 | 0 | 3905032 | 150534 | None | ITEM5 | 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. 6 Kg/m2: 90mm(weight of pipe -1.313 kg (p.no.120. it.no.10.14.10) 2023-24 WATER SUPPLY AND UGD WORKS COMMON SCHEDULE OF RATES VOLUME-V | m | 265.74 | 265.74 | 30.0 | False | None | None | False | None | False | 7972.2 | 0 | 3905033 | 150534 | None | ITEM6 | 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 | 164.8 | 164.8 | 26.84 | False | None | None | False | None | False | 4423.232 | 0 | 3905034 | 150534 | None | ITEM7 | 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 all kinds of soils Depth upto 3 m PWD SR 2023-24, Vol-I, Chapter-1, P.No. 8, I.No. 1.14.1 | Cum | 105.06 | 105.06 | 34.8 | False | None | None | False | None | False | 3656.088 | 0 | 3905035 | 150534 | None | ITEM8 | 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 oflabour, tools & other appurtenaces required to complete the work In all kinds of soils Depth upto 1.5 m PWD SR 2023-24, Vol-I, P.No. 5, I.No. 1.4.1 | Cum | 249.26 | 249.26 | 11.6 | False | None | None | False | None | False | 2891.416 | 0 | 3905036 | 150534 | None | ITEM9 | 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 thework as per technical specifications Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates PWD SR 2023-24, Vol-I, Chapter-1, (P.No. 15, I.No.2.1.2) | Cum | 5833.92 | 5833.92 | 6.68 | False | None | None | False | None | False | 38970.5856 | 0 | 3905037 | 150534 | None | ITEM10 | 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 ppurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWDSR 2023-24, Vol-I,,(P.No. 16, I.No.2.4.2) | Cum | 6838.32 | 6838.32 | 1.44 | False | None | None | False | None | False | 9847.1808 | 0 | 3905038 | 150534 | None | ITEM12 | 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 ppurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWDSR 2023-24, Vol-I,(P.No. 16, I.No.2.4.2) | Cum | 6708.07 | 6708.07 | 3.75 | False | None | None | False | None | False | 25155.2625 | 0 | 3905039 | 150534 | None | ITEM13 | 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 ppurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWDSR 2023-24, Vol-I (P.No. 16, I.No.2.4.2) | Cum | 8792.13 | 8792.13 | 13.8 | False | None | None | False | None | False | 121331.394 | 0 | 3905040 | 150534 | None | ITEM14 | 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 PWD SR 2021-22, Vol-I, P.No. 18, I.No. 2.11.h | Tonne | 81381.33 | 81381.33 | 0.83 | False | None | None | False | None | False | 67546.5039 | 0 | 3905041 | 150534 | None | ITEM15 | Providing and laying 100mm thick pre-cast cover slabs over drains &Rain pit of width not exceeding 800 mm using M20 concrete reinforcedwith Micro Alloyed High carbon steel with 3mm - 3ply wired steel @ 2.00kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete.PWD CSR 2023-24, Vol-II, P. No. 176.I.NO.17.12 | Sqm | 955.84 | 955.84 | 300.0 | False | None | None | False | None | False | 286752.0 | 0 | 3905042 | 150534 | None | ITEM16 | Demolishing cement concrete manually/ by mechanical means including disposal of material to the appropriate disposal area as per direction of Engineer-in-charge. PWD CSR 2023-24, Vol-I, P. No. 187, I. No. 19.2.1 | Cum | 1712.89 | 1712.89 | 15.8 | False | None | None | False | None | False | 27063.662 | 0 | 3905043 | 150534 | None | ITEM17 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. G.I. pipes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. PWD CSR 2023-24, Vol-II, P. No. 176.I.NO.11.26.3 | Kg | 188.49 | 188.49 | 5460.0 | False | None | None | False | None | False | 1029155.4 | 0 | 3905044 | 150534 | None | ITEM18 | 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 thework as per technical specifications Mix 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates PWD SR 2023-24, Vol-I, Chapter-1, (P.No. 15, I.No.2.1.6) | Cum | 6430.29 | 6430.29 | 116.685 | False | None | None | False | None | False | 750318.38865 | 0 | 3905045 | 150534 | None | ITEM19 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 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 CSR 2023-24, Vol-II, P. No. 176.I.NO.8.41 | Sqm | 172.01 | 172.01 | 260.0 | False | None | None | False | None | False | 44722.6 | 0 | 3905046 | 150534 | None | ITEM20 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work PWD SR 2023-24, Vol-III, Chapter-3, P.No. 17, I.No. 3.1 | Cum | 87.55 | 87.55 | 34.85 | False | None | None | False | None | False | 3051.1175 | 0 |
|