| 1710395214000 | 0 | None | None | Other Works | Reconstruction of UGD line and replacement of pipeline near vishnu sales road in Kadiyali ward-SC | 4106000.13 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3060474 | 103968 | None | code01 | Cutting road surface for pipline trenches pipeline trenches and depositing off the excavated stuff with all lead and lift as directed including barricading, danger lighting etc., in the following classifications. 2) Cutting Asphalt road (page no. 63 Si no.1.2 code no.A105B KUWS&DB 2021-22) | Cum | 997.92 | 997.92 | 67.5 | False | None | None | False | None | False | 67359.6 | 0 | | 3060475 | 103968 | None | code02 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere 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 excavated earth locally for the work etc., and all other appurtenances complete in the following strata.(Pg 10, Item No. 1.17.1 Vol I PWDSR 2023-24) All kinds of soils. Depth upto 1.50 m | Cum | 293.44 | 293.44 | 848.09 | False | None | None | False | None | False | 248863.5296 | 0 | | 3060476 | 103968 | None | code03 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere 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 excavated earth locally for the work etc., and all other appurtenances complete in the following strata.(Pg 10, Item No. 1.17.3 Vol I PWDSR 2023-24) Depth exceeding 1.5 m, but not exceeding 3 m | Cum | 370.72 | 370.72 | 848.09 | False | None | None | False | None | False | 314403.9248 | 0 | | 3060477 | 103968 | None | code04 | Providing UPVC FOAM CORE pipes conforming to IS 16098 P-1 2013with latest amendments ended with integral sockets with ISI mark andconveying to worksite, rolling and lowering into trenches, laying true toline and level and perfect linking at joints, testing and commissioning,including loading and unloading at both destinations and cuts of pipeswherever 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 SN8 Self Fit - 315mm dia. ( (page no. 114 Si no.10.3.10, KUWS&DB 2023-24 ) | Mtr | 2422.56 | 2422.56 | 300.0 | False | None | None | False | None | False | 726768.0 | 0 | | 3060478 | 103968 | None | code05 | 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 (Pg 15, Item No. 2.1.3 Vol I PWDSR 2023-24) | Cum | 6707.68 | 6707.68 | 11.6 | False | None | None | False | None | False | 77809.088 | 0 | | 3060479 | 103968 | None | code06 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding 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 Sl. No.3.7, 406 P.No. 16/CSR 2021-22 VOL-3 | Kg | 96804.96 | 96804.96 | 2.8 | False | None | None | False | None | False | 271053.888 | 0 | | 3060480 | 103968 | None | code07 | Providing and laying in Cement Concrete for all Basement & surface levelworks, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevantIS Codes machine mixed with super plasticisers, laid in layers, well compactedusing needle vibrators, providing weep holes wherever necessary, including alllead & lifts, cost of all materials of quality, 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 ( Page no 16, item no2.3.1 , UNI SR 2023-24) | Cum | 12038.99 | 12038.99 | 35.11 | False | None | None | False | None | False | 422688.9389 | 0 | | 3060481 | 103968 | None | code08 | Supplying and fixing SFRC frame and cover conforming to IS 12592 (partI)-1988 and IS 12592 (part-II)- 1991 with latest amendment, including cutting slabs to the required size for the opening and fixing the cover in C.C. 1:2:4 and C.M. 1:3 plastering 20 mm thick to all exposed faces, curing for 10 days with all lead and lift with appurtenances. complete (/CSR 2023-24 Item no. 16.23.2 of page no. 196) vol-v , Heavy Duty | No | 2871.68 | 2871.68 | 12.0 | False | None | None | False | None | False | 34460.16 | 0 | | 3060482 | 103968 | None | code09 | Providing, laying, spreading and compacting graded stoneaggregate to wet mix macadam specification including premixingthe Material with water at OMC in mechanical mix plant carriageof mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density Sl. No.4.17, 406 P.No. 31/CSR 2023-24 VOL-3 | Cum | 2866.06 | 2866.06 | 360.0 | False | None | None | False | None | False | 1031781.6 | 0 | | 3060483 | 103968 | None | code10 | 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 Sl. No.1.10 P.No. 7/CSR 2021-22 vol-1 | Cum | 134.2 | 134.2 | 675.0 | False | None | None | False | None | False | 90585.0 | 0 | | 3060484 | 103968 | None | code11 | Providing and applying primer coat with SS1 grade BitumenEmulsion on prepared surface of granular base includingcleaning of road surface and spraying primer at the rate of 0.70
kg/m2 using mechanical means.Sl. No.5.1-502 P.No. 29/CSR 2021-22 VOL-3 Sl. No.5.1-502 P.No. 31/CSR 2023-24 VOL-3 | Sqm | 45.92 | 45.92 | 450.0 | False | None | None | False | None | False | 20664.0 | 0 | | 3060485 | 103968 | None | code12 | Providing and applying primer coat with SS1 grade BituminousEmulsion on prepared surface of granular Base including cleaningwith mechanical Broom of road surface and spraying primer at the rate of 0.90 kg/m2 using mechanical means Sl. No.5.2-502 P.No. 31/CSR 2023-24 VOL-3 | Sqm | 59.36 | 59.36 | 1050.0 | False | None | None | False | None | False | 62328.0 | 0 | | 3060486 | 103968 | None | code13 | Providing and laying Bituminous Macadam with 40/60 tphcapacity hot mix plant using crushed aggregates of specifiedgrading premixed with bituminous binder VG-30 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction P.NO32,SL.NO.5.6C, 504(i) C CSR 2023-24 vol-3 | Cum | 8357.44 | 8357.44 | 52.5 | False | None | None | False | None | False | 438765.6 | 0 | | 3060487 | 103968 | None | code14 | Providing and laying Semi Dense Bituminous Concrete with40/60 TPH capacity hot mix plant batch type using crushedaggregates of specified grading premixed with bituminous binderVG-30 @ 5% by weight of mix and filler, transported to site,laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. P.G.NO43, SL.NO.5.31 21-A CSR 2023-24 vol-3 , IRC-37: 2018 | Cum | 11370.24 | 11370.24 | 26.25 | False | None | None | False | None | False | 298468.8 | 0 |
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