| 1707416502000 | 1 | None | None | Water supply/sewage lines | Construction of mini tank and installation of pipeline in Hamalar Colony near APMC of Ward No18 in chitradurga city | 169186.77 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2523514 | 76959 | None | APMC1 | 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 PWD SR 2023-24, Vol-I, Chapter-1, P.No. 5, I.No. 1.4.1 | Cum | 249.26 | 249.26 | 2.4 | False | None | None | False | None | False | 598.224 | 0 | | 2523515 | 76959 | None | APMC2 | 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 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates PWD SR 2023-24, Vol-I, Chapter-1, (P.No. 15, I.No.2.1.3) | Cum | 6168.67 | 6168.67 | 1.4718 | False | None | None | False | None | False | 9079.048506 | 0 | | 2523516 | 76959 | None | APMC3 | 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 | 6580.67 | 6580.67 | 2.048 | False | None | None | False | None | False | 13477.21216 | 0 | | 2523517 | 76959 | None | APMC4 | 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 | 273.98 | 273.98 | 0.896 | False | None | None | False | None | False | 245.48608 | 0 | | 2523518 | 76959 | None | APMC5 | 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 | 445.99 | 445.99 | 0.896 | False | None | None | False | None | False | 399.60704 | 0 | | 2523519 | 76959 | None | APMC6 | Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining,including cost of materials, labour, curing as per specifications and asper directions of Engineer-in-charge PWD CSR 2023-24, Vol-I, P. No. 7, I. No. 8.19.1 | Sqm | 262.65 | 262.65 | 3.84 | False | None | None | False | None | False | 1008.576 | 0 | | 2523520 | 76959 | None | APMC7 | 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 1:2:4 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 | 0.6975 | False | None | None | False | None | False | 4485.127275 | 0 | | 2523521 | 76959 | None | APMC8 | Providing S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED)pipes NP-3 Class conforming to IS:458-1988 with latest amentmentsusing ordinary portland cement, for sanitary works and conveyingto work site, rolling and lowering into trenches, laying true to lineand level including loading and unloading at both destinations andjointing of pipes and specials, perfect linking of joints with jack tocorrect position including cost of jointing materials, i.e, rubber ringsconforming to IS: 5382 for S&S RCC pipes, with all leads and lifts asdirected and giving necessary hydraulic test as per ISS to the requiredpressure and commissioning etc. complete. (Contractor will make hisown arrangements for procuring water for testing). Before the executionof the work, the contractor shall carry out the survey RCC NP3 Class pipe of 1200 mm dia. (P.no.188 it. No.16.3.13) 2023-24 Water Supply and ugd works Common Schedule of Rates Volume-V | m | 9345.0 | 9345.0 | 2.5 | False | None | None | False | None | False | 23362.5 | 0 | | 2523522 | 76959 | None | APMC9 | Erection and positioning of RCC Hume pipe pump house/Cistern on size stone masory platform including transportation charges andhandling,finishing with all necessary tools ,plants and materialsetc.,complete as directed by the Engineer in charge of the work. (P.no.188 it. No.16.3.13) 2023-24 Water Supply and ugd works Common Schedule of Rates Volume-V | Each | 1882.0 | 1882.0 | 1.0 | False | None | None | False | None | False | 1882.0 | 0 | | 2523523 | 76959 | None | APMC10 | Providing, Laying and Fixing of GI pipes conforming to IS 1239:1990with latest amendments complete with GI fittings (excluding the costof fittings) with cuts and threads wherever necessary, including testingfor water tightness, with all lead and commissioning. (contractor willmake his own arrangements for procuring water for testing) For:HeavyDuty GI Pipe etc. complete. Light Duty GI pipe of 20mm dia (PWD WS & UGD SR 2023-24, Page -127, Item No 11.1.2) | m | 225.0 | 225.0 | 6.0 | False | None | None | False | None | False | 1350.0 | 0 | | 2523524 | 76959 | None | APMC11 | Providing wrought mild steel (galvanized) GI collar confirming to IS
1239-II, 1991 with latest amendments if any.For 15 mm dia GI collar:(PWD WS & UGD SR 2023-24, Page -129, Item No 11.6.1) | Each | 59.0 | 59.0 | 4.0 | False | None | None | False | None | False | 236.0 | 0 | | 2523525 | 76959 | None | APMC12 | Supply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark. For 50 mm dia GM (Copper alloy) Gate valves (PWD WS & UGD SR 2023-24, Page -133, Item No 11.15.6) | Each | 1688.0 | 1688.0 | 1.0 | False | None | None | False | None | False | 1688.0 | 0 | | 2523526 | 76959 | None | APMC13 | Supply and delivery at site wrought middle steel (galvanized) GI elbow
confirming to IS 1239-II, 1991 with latest amendments if any for::For 50 mm dia GI elbow (PWD WS & UGD SR 2023-24, Page -129, Item No 11.7.6) | Each | 267.0 | 267.0 | 2.0 | False | None | None | False | None | False | 534.0 | 0 | | 2523527 | 76959 | None | APMC14 | 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 excavatedearth locally for the work etc., and all other appurtenances complete in the following strata.All kinds of soils. Depth upto 1.50 m (p.no.10.i.no.1.17.1) COMMON SCHEDULE OF RATES 2023-24 TECHNICAL WORKING GROUP VOLUME-I | Cum | 269.86 | 269.86 | 130.356 | False | None | None | False | None | False | 35177.87016 | 0 | | 2523528 | 76959 | None | APMC15 | 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 | 23.004 | False | None | None | False | None | False | 11467.95408 | 0 | | 2523529 | 76959 | None | APMC16 | 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: 75mm(weight of pipe -0.917 kg (p.no.120. it.no.10.14.9) 2023-24 WATER SUPPLY AND UGD WORKS COMMON SCHEDULE OF RATES VOLUME-V | m | 192.0 | 192.0 | 284.0 | False | None | None | False | None | False | 54528.0 | 0 | | 2523530 | 76959 | None | APMC17 | 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 | 58.66 | False | None | None | False | None | False | 9667.168 | 0 |
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