| 1723204208000 | 1 | None | None | Roads | Construction of road at kote area | 1268420.56 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3739134 | 139375 | None | har1.1 | 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. 1.14.1/v1 page no 15 | Cum | 105.06 | 105.06 | 145.0 | False | None | None | False | None | False | 15233.7 | 0 | | 3739135 | 139375 | None | har1.2 | Removal of Unserviceable Soil with Disposal up to a suitable distance as directed by the Engineer in charge of work PWD SR 2023-24 Vol:3 P.NO.17 I.No:3.1 | Cum | 87.55 | 87.55 | 145.0 | False | None | None | False | None | False | 12694.75 | 0 | | 3739136 | 139375 | None | har1.3 | Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. PWD SR 2023-24 Vol:3 P.NO.17 I.No:3.7 | Cum | 108.15 | 108.15 | 72.5 | False | None | None | False | None | False | 7840.875 | 0 | | 3739137 | 139375 | None | har1.4 | Wet Mix Macadam (Plant mix method):
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of 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. PWD Common DSR 2023-24 Volume 3 (P No: 26 I.No: 4.17) | Cum | 2635.77 | 2635.77 | 76.13 | False | None | None | False | None | False | 200661.1701 | 0 | | 3739138 | 139375 | None | har1.5 | Prime Coat over WMM/WBM :
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 0.90 kg per m2 using mechanical means. PWD Common DSR 2023-24 Volume 3 (P No: 31 I.No:5.1.A) | Sqm | 42.23 | 42.23 | 507.5 | False | None | None | False | None | False | 21431.725 | 0 | | 3739139 | 139375 | None | har1.6 | Bituminous Macadam Grading - I for traffic greater than 20 MSA Providing and laying Bituminous Macadam with 40/60 tph capacity hot mix plant using crushed aggregates of specified grading 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 PWD Common DSR 2023-24 Volume 3 (P No: 32 I.No:5.6(i)C | Cum | 7685.86 | 7685.86 | 25.38 | False | None | None | False | None | False | 195067.1268 | 0 | | 3739140 | 139375 | None | har1.7 | Providing and applying tack coat with RS-1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.30 kg/m2 on the prepared bituminous surface cleaned with mechanical broom PWD Common DSR 2023-24 Volume 3 (P No: 31 I.No:5.5) | Sqm | 17.51 | 17.51 | 507.5 | False | None | None | False | None | False | 8886.325 | 0 | | 3739141 | 139375 | None | har1.8 | 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 VG-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. PWD Common DSR 2023-24 Volume 3 (P No: 43 I.No:5.31 | Cum | 10456.56 | 10456.56 | 12.69 | False | None | None | False | None | False | 132693.7464 | 0 | | 3739142 | 139375 | None | har1.9 | Manual Means: Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of 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 tuff 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.PWD Common DSR 2023-24 Volume 1 (P No: 5 I.No:1.4) | Cum | 249.26 | 249.26 | 104.0 | False | None | None | False | None | False | 25923.04 | 0 | | 3739143 | 139375 | None | har1.10 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work PWD Common DSR 2023-24 Volume 3(P No: 15 I.No: 3.1 ) | Cum | 87.55 | 87.55 | 104.0 | False | None | None | False | None | False | 9105.2 | 0 | | 3739144 | 139375 | None | har1.11 | Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates PWD Common DSR 2023-24 Volume 1 (P No: 15 I.No:2.1.3 ) | Cum | 6168.67 | 6168.67 | 11.2 | False | None | None | False | None | False | 69089.104 | 0 | | 3739145 | 139375 | None | har1.12 | 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD Common DSR 2023-24 Volume 1 (P No: 16 I.No:2.3.1) | Cum | 8725.74 | 8725.74 | 29.6 | False | None | None | False | None | False | 258281.904 | 0 | | 3739146 | 139375 | None | har1.13 | 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 Volume 1 (P No: 18 I.No:2.11h ) | Tonne | 81381.33 | 81381.33 | 1.63 | False | None | None | False | None | False | 132651.5679 | 0 | | 3739147 | 139375 | None | har1.14 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.PWD Common DSR 2023-24 Volume 1 (P No: 7 I.No: 1.8) | Cum | 488.22 | 488.22 | 19.2 | False | None | None | False | None | False | 9373.824 | 0 | | 3739148 | 139375 | None | har1.15 | Providing and laying 100mm thick pre-cast cover slabs over Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 500 @6kg/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. DSR 2023-24 Volume 2 (P No: 153 I.No:17.14) | Sqm | 1205.1 | 1205.1 | 104.0 | False | None | None | False | None | False | 125330.4 | 0 | | 3739149 | 139375 | None | har1.16 | 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 As per Kpwd Uni SR 2023-24. Volume 5 Page No 120 I NO 10.14.10- 90mm(weight of pipe -1.313 kg) | Mtr | 265.74 | 265.74 | 150.0 | False | None | None | False | None | False | 39861.0 | 0 | | 3739150 | 139375 | None | har1.17 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of 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 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 10.1.1/pg no113 | Mtr | 49.44 | 49.44 | 75.0 | False | None | None | False | None | False | 3708.0 | 0 | | 3739151 | 139375 | None | har1.18 | Supply and delivery at site special moulded variety PVC service saddles as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments As per Kpwd Uni SR 2023-24. Volume 5 Page No 118 I NO 10.12.1 | No | 39.14 | 39.14 | 15.0 | False | None | None | False | None | False | 587.1 | 0 |
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