2677612 | 83461 | None | code01 | Demolishing cement concrete manually/ by mechanical means including disposal of material to the 1 appropriate disposal area as per direction of Engineer-in-charge (page no. 63 Si no.1.3 code no.A105C KUWS&DB 2021-22) | Cum | 1426.88 | 1426.88 | 1.17 | False | None | None | False | None | False | 1669.4496 | 0 |
2677613 | 83461 | None | code02 | Cutting Cement Concrete Road surface by Machine cutting to demarcate the trench width of the surface. (page no. 63 Si no.1.3 code no.A105C KUWS&DB 2021-22) | Cum | 1065.12 | 1065.12 | 40.5 | False | None | None | False | None | False | 43137.36 | 0 |
2677614 | 83461 | None | code03 | 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 | 31.5 | False | None | None | False | None | False | 31434.48 | 0 |
2677615 | 83461 | None | code04 | 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 mm4 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 2021-22) All kinds of soils. Depth upto 1.50 m | Cum | 217.28 | 217.28 | 661.74 | False | None | None | False | None | False | 143782.8672 | 0 |
2677616 | 83461 | None | code05 | 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
4 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 2021-22) All kinds of soils. Depth exceeding 1.50 m but not exceeding 3 m | Cum | 275.52 | 275.52 | 661.74 | False | None | None | False | None | False | 182322.6048 | 0 |
2677617 | 83461 | None | code06 | Supplying UPVC FOAM CORE plpes conforming to IS 16098 P 12013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite and lowering Into trenches Laying true to line and level and perfect linking at joints testing and commissioning including loading and unloadlng at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes and specials with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms with soft gravel or selected earth available from the excavation etc. complete and necessary hydraulic test to the required pressure as per ISS Pipes of SN8 Self Fit 315mm dia. page no. 135 Si no.3.10 | Mtr | 2390.08 | 2390.08 | 230.0 | False | None | None | False | None | False | 549718.4 | 0 |
2677618 | 83461 | None | code07 | Providing and laying In position plain cement concrete for levelling course for all works in foundation The granitetrap basalt crushed graded coarse aggregates and fine aggregates afi per relevant Codes machine mixed laid in layers not exceeding 150 mm thickness well compacted using plate vibrators including all lead & lifts cost of a.h materials of qualitylabour Usage charges of machineries curingand all the other appurtenances required to complete the work as per technical specifications. 40 mm nominal size graded crushed coarse aggregatesPg 15 Item No. 2.1.3 PWDSR 2021-22 | Cum | 6220.48 | 6220.48 | 9.67 | False | None | None | False | None | False | 60152.0416 | 0 |
2677619 | 83461 | None | code08 | providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel relnforcement for R.C.c. work including straightening, cutting, bending, placing In position, binding and anchoring toTt members whereever necessary complete as per Design including cost of material, labour usage Charges complete as per specifications | Kg | 103.04 | 103.04 | 2143.65 | False | None | None | False | None | False | 220881.696 | 0 |
2677620 | 83461 | None | code09 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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 necesary, including all lead & 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. (The cost of steel reinforcement & formwork to be paid separately)( Page no 16, item no2.3.1 , UNI SR 2021-22) (Revised rate w.e.f from 04-01-2023) | Cum | 9692.03 | 9692.03 | 32.86 | False | None | None | False | None | False | 318480.1058 | 0 |
2677621 | 83461 | None | code10 | Supplying and fixing SFRC frame and cover conforming to IS 12592 1988 and IS 125921991 with latest amendment, including cutting slabs to the required size for the opening and fixing10 the cover in plastering 20 mm thick to all exposed faces, curing for 10 dayswith all lead and lift with appurtenances. complete CSR 2021-22 Item no. 22 of page no. 15 | No | 2705.92 | 2705.92 | 10.0 | False | None | None | False | None | False | 27059.2 | 0 |
2677622 | 83461 | None | code11 | Providing bedding for the pipeline trenches in black cotton and rock reaches including watering and
11 consolidation by punners etc. complete with all lead and lift with: SI. No.2.10, 406 P.No. 63/CSR 2021-22 M-Sand | Cum | 1814.4 | 1814.4 | 207.0 | False | None | None | False | None | False | 375580.8 | 0 |
2677623 | 83461 | None | code12 | Providing laying preading and traded stone aggregate to wet mix specification including premising the Material with water at in mechanical mix plant carriage of mixed Material by tipper to site laying in uniformYers with pavergrader in subbase base course on well prepard surface and compacting with vibratory roller to achieve the desired density. | Cum | 2633.4 | 2633.4 | 207.0 | False | None | None | False | None | False | 545113.8 | 0 |
2677624 | 83461 | None | code13 | Refilling available earth around trenches pip Cable layers not exceeding 20 cm in depth compacting each deposited layer by ramming after watering with a lead 50 m and lift 1.5 m including cost of all labour complete as per specification | Cum | 134.2 | 134.2 | 828.0 | False | None | None | False | None | False | 111117.6 | 0 |
2677625 | 83461 | None | code14 | Providing and Constructing un reinforced plain cement concrete pavement thickness as per design sub base with 43 grade cement or any other type as per Clause 1501 sparse and fine aggregates conforming to maximum Size of coarse aggregate not 25 mm mixed In a concrete mixer of not less than capacity and appropriate weigh tng gpproved mix design laid In approved fixed side formworklaying and thick polythene film wedges steel plates including levelling the formwork as per spreading the concrete with shovels rakes compacted using needle screed and plate finished in continuous operation including construction joints primer sealant curing slabs for 14 days and water finishing to lines and grade as per drawing and technical clause 1501 with aI lead lifts loading unloading charges cost and conveyance of all etc complete. as per the directions of the Engineer in charge of the PNo 138 CSR 2021-22 VOL 3 | Cum | 7293.44 | 7293.44 | 27.0 | False | None | None | False | None | False | 196922.88 | 0 |
2677626 | 83461 | None | code15 | Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90kg per m2 using mechanical means. Sl. No.5.1-502 P.No. 29/CSR 2021-22 VOL-3 Sl. No.5.1-502 P.No. 29/CSR 2021-22 VOL-3 (Revised rate w.e.f from 09-11-2022) | Sqm | 47.04 | 47.04 | 210.0 | False | None | None | False | None | False | 9878.4 | 0 |
2677627 | 83461 | None | code16 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom Sl. No.5.2-502 P.No. 29/CSR 2021-22 VOL-3 (Revised rate w.e.f from 09-11-2022) | Sqm | 59.36 | 59.36 | 420.0 | False | None | None | False | None | False | 24931.2 | 0 |
2677628 | 83461 | None | code17 | Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder 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.NO29,SL.NO.5.6, 504(i) C CSR 2021-22 vol-3 (Revised rate w.e.f from 09-11-2022) | Cum | 7822.08 | 7822.08 | 24.5 | False | None | None | False | None | False | 191640.96 | 0 |
2677629 | 83461 | None | code18 | Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder 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.NO145,SL.NO.21-A CSR 2021-22 vol-3 , IRC-37: 2018 (Revised rate w.e.f from 09-11-2022) | Cum | 10915.52 | 10915.52 | 12.25 | False | None | None | False | None | False | 133715.12 | 0 |