| 1719573232000 | 0 | None | None | Roads | Construction of Road and Drain Works in City Municipal Council NIPANI limits fo Belagavi District under Chief Minister Amrut Nagarothana (Municipality) Phase-4 Project (24.10 & 7.25 Grant) | 33095671.8 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3402290 | 120092 | None | code01 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead Dry brick pitching or brick soling (PWD CSR 2021-22 VOL-3 P.NO. 8 I.NO 2.04 II D) | Cum | 312.9 | 312.9 | 463.3 | False | None | None | False | None | False | 144966.57 | 0 | | 3402291 | 120092 | None | code02 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead Dry brick pitching or brick soling (PWD CSR 2021-22 VOL-3 P.NO. 8 I.NO 2.04 II D) | Cum | 505.05 | 505.05 | 1343.98 | False | None | None | False | None | False | 678777.099 | 0 | | 3402292 | 120092 | None | code03 | Earthwork Exacavtion 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 CSR 2021-22 VOL-1 P.NO. 8 I.NO 1.12) | Cum | 68.25 | 68.25 | 1802.62 | False | None | None | False | None | False | 123028.815 | 0 | | 3402293 | 120092 | None | code04 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work PWD Common DSR 2021-22 Volume 3(P No: 15 I.No: 3.1 ) | Cum | 33.6 | 33.6 | 2265.92 | False | None | None | False | None | False | 76134.912 | 0 | | 3402294 | 120092 | None | code05 | PCC Drain 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 20 mm nominal size graded crushed coarse aggregates (PWD CSR 2021-22 VOL-1 P.NO. 15 I.NO 2.1.3) | Cum | 5831.7 | 5831.7 | 257.53 | False | None | None | False | None | False | 1501837.701 | 0 | | 3402295 | 120092 | None | code06 | M20 Drain Providing and laying in position Reinforced 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 necesary, 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 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 CSR 2021-22 VOL-1 P.NO. 17 I.NO 2.4.2) | Cum | 6266.4 | 6266.4 | 730.52 | False | None | None | False | None | False | 4577730.528 | 0 | | 3402296 | 120092 | None | code07 | Form Work: As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate For Drain Form Works Consider 35% PWD Common DSR 2021-22 Volume 2 (P No: A-7 I.No:22.2) | Cum | 2193.24 | 2193.24 | 613.72 | False | None | None | False | None | False | 1346035.2528 | 0 | | 3402297 | 120092 | None | code08 | Form Work: Appendix I Additionalities for Formwork, Centering & Scaffolding As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate For Box Culverts Form Works Consider 20% PWD Common DSR 2021-22 Volume 1 (P No: 116 I.No:6) | Cum | 1253.28 | 1253.28 | 121.44 | False | None | None | False | None | False | 152198.3232 | 0 | | 3402298 | 120092 | None | code09 | Steel Drain Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. (PWD CSR 2021-22 VOL-3 P.NO. 71 I.NO 9.3) | MT | 84311.85 | 84311.85 | 42.466 | False | None | None | False | None | False | 3580387.0221 | 0 | | 3402299 | 120092 | None | code10 | Construction of Embankment 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 CSR 2021-22 VOL-1 P.NO. 7 I.NO 1.8) | Cum | 422.1 | 422.1 | 312.48 | False | None | None | False | None | False | 131897.808 | 0 | | 3402300 | 120092 | None | code11 | Providing flooring with 25mm thick polished Cuddapah slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab , including cost of materials, labour, curing, polishing complete as per specifcations. (PWDSR 2021-22 Vol-2 P.No.65 I.No.9.36) | Sqm | 1308.3 | 1308.3 | 1562.39 | False | None | None | False | None | False | 2044074.837 | 0 | | 3402301 | 120092 | None | code12 | Cleaning Clearing and Grubbing Road Land. Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Motor Grader- In area of light jungle (PWD CSR 2021-22 vol-3 P.No 7 I.No 2.6 (iii)A | ha | 146982.15 | 146982.15 | 1.169 | False | None | None | False | None | False | 171822.13335 | 0 | | 3402302 | 120092 | None | code13 | Loosening, leveling and Compacting original ground supportingembankment to facilitate placement of first layer of embankment,scarified to a depth of 150 mm, mixed with water at OMC andthen compacted by rolling so as to achieve minimum dry densityas given in Table 300-2 for embankment construction.(PWD CSR 2021-22 VOL-3 P.NO. 15 I.NO 3.7) | Cum | 91.35 | 91.35 | 1277.77 | False | None | None | False | None | False | 116724.2895 | 0 | | 3402303 | 120092 | None | code14 | Construction of Embankment 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 CSR 2021-22 VOL-1 P.NO. 7 I.NO 1.8) | Cum | 422.1 | 422.1 | 1371.2 | False | None | None | False | None | False | 578783.52 | 0 | | 3402304 | 120092 | None | code15 | GSB Granular Sub-Base-By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401-For Grading -V Material (PWD CSR 2021-22 vol-3 P.No 19 I.No 4.2 (v) | Cum | 2345.7 | 2345.7 | 725.3 | False | None | None | False | None | False | 1701336.21 | 0 | | 3402305 | 120092 | None | code16 | Wet Mix Wet Mix Macadam (Plant mix method) Providing, laying, preading 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 CSR 2021-22 vol-3 P.No 24 I.No 4.27 (A) | Cum | 2513.7 | 2513.7 | 1584.4 | False | None | None | False | None | False | 3982706.28 | 0 | | 3402306 | 120092 | None | code17 | Prime Coat 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 0.70 kg per m2 using mechanical means. (PWD CSR 2021-22 vol-3 P.No 29 I.No 5.1 A (i) | Sqm | 44.1 | 44.1 | 15036.5 | False | None | None | False | None | False | 663109.65 | 0 | | 3402307 | 120092 | None | code18 | Tack Coat Tack coat on Granular surface treated with primer Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on the prepared bituminous surface cleaned with mechanical broom (PWD CSR 2021-22 vol-3 P.No 145 I.No 21-A (4)) | Sqm | 16.8 | 16.8 | 14834.0 | False | None | None | False | None | False | 249211.2 | 0 | | 3402308 | 120092 | None | code19 | BM Bituminous Macadam Grading - II for traffic 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 @ 3.4%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 CSR 2021-22 vol-3 P.No 31 I.No 3.8 (ii) C) | Cum | 7901.25 | 7901.25 | 696.2 | False | None | None | False | None | False | 5500850.25 | 0 | | 3402309 | 120092 | None | code20 | SDBC Semi Dense Bituminous Concrete 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 CSR 2021-22 vol-3 P.No 145 I.No 21-A (1)) | Cum | 10489.5 | 10489.5 | 370.85 | False | None | None | False | None | False | 3890031.075 | 0 | | 3402310 | 120092 | None | code21 | Paver Block Providing and laying heavy duty cobble stones 75 mm thick interlock pavers, using cement and course sand for anufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per m2 over 50mm thick sand bed ( average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level, including cost of materials, labour and Usage charges of machinery complete as per specifications. (PWD CSR 2021-22 VOL-2 P.NO.64 I.NO 9.32) | Sqm | 1202.25 | 1202.25 | 1337.0 | False | None | None | False | None | False | 1607408.25 | 0 | | 3402311 | 120092 | None | code22 | Side Concrete 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 20 mm nominal size graded crushed coarse aggregates (PWD CSR 2021-22 VOL-1 P.NO. 15 I.NO 2.1.4) | Cum | 6014.4 | 6014.4 | 20.02 | False | None | None | False | None | False | 120408.288 | 0 | | 3402312 | 120092 | None | code23 | Pot Holes Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 (PWD CSR 2021-22 vol-3 P.No 75 I.No 10.4) | Cum | 155.4 | 155.4 | 868.94 | False | None | None | False | None | False | 135033.276 | 0 | | 3402313 | 120092 | None | code24 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. (300mm dia)(PWD CSR 2021-22 VOL-3 P.NO. 61/8.29) | Nos | 2117.85 | 2117.85 | 10.0 | False | None | None | False | None | False | 21178.5 | 0 |
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