| 1724149219000 | 0 | None | None | Roads | Construction of Road and Drain in TMC CHIKODI limits under Chief Minister Amrut Nagarothana (Municipality) Phase-4 Project | 30636202.98 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3819834 | 145312 | None | code01 | Old Drain Dismetaling
Dismantling of Structures
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
Dismantling Stone Masonry By Manual means Rubble stone masonry in cement mortar
(PWD CSR 2021-22 VOL-3 P.NO. 8 I.NO 2.10 B) | Cum | 754.94 | 754.94 | 530.1 | False | None | None | False | None | False | 400193.694 | 0 | | 3819835 | 145312 | 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 | 591.15 | 591.15 | 247.13 | False | None | None | False | None | False | 146090.8995 | 0 | | 3819836 | 145312 | None | code03 | 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 Dismantling Stone Masonry Rubble stone masonry in cement mortar ( PWD SR 2023-24 Vol 3 P No 12, I No 2.1(IV)B | Cum | 640.5 | 640.5 | 8652.0 | False | None | None | False | None | False | 5541606.0 | 0 | | 3819837 | 145312 | None | code04 | Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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, usage & other appurtenances required to complete the work.In ordinary/soft rock without blasting upto 1.5 m depth | Cum | 313.95 | 313.95 | 234.375 | False | None | None | False | None | False | 73582.03125 | 0 | | 3819838 | 145312 | None | code05 | Excavation Mechanical Means
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 Items are inclusive of GST 18 percent | Cum | 107.1 | 107.1 | 681.21 | False | None | None | False | None | False | 72957.591 | 0 | | 3819839 | 145312 | None | code06 | 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 2023-24 VOL-1 P.NO. 8 I.NO 1.12) | Cum | 99.75 | 99.75 | 185.1 | False | None | None | False | None | False | 18463.725 | 0 | | 3819840 | 145312 | None | code07 | 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 | 89.25 | 89.25 | 1178.1 | False | None | None | False | None | False | 105145.425 | 0 | | 3819841 | 145312 | None | code08 | 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 Common DSR 2023-2024 Vol.3(P.NO.17,I.No.3.7) | Cum | 110.25 | 110.25 | 1381.355 | False | None | None | False | None | False | 152294.38875 | 0 | | 3819842 | 145312 | None | code09 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads,transporting to site,spreading,grading to required slope and compacted to meet requirement of table No. 300-2.PWD Common DSR 2023-2024 Vol.3(P.NO.17,I.No.3.6) | Cum | 517.65 | 517.65 | 270.375 | False | None | None | False | None | False | 139959.61875 | 0 | | 3819843 | 145312 | None | code10 | 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 2023-2024 Vol.3(P.NO.26,I.No.4.17) | Cum | 2686.95 | 2686.95 | 1234.165 | False | None | None | False | None | False | 3316139.64675 | 0 | | 3819844 | 145312 | None | code11 | 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 Common DSR 2023-2024 Vol.3(P.NO.31,I.No.5.1) | Sqm | 43.05 | 43.05 | 7668.75 | False | None | None | False | None | False | 330139.6875 | 0 | | 3819845 | 145312 | None | code12 | Providing and applying tack coat with VG-10 Bitumen usingpressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom.PWD Common DSR 2023-2024 Vol.3(P.NO.43,I.No.5.32) | Sqm | 12.6 | 12.6 | 3951.75 | False | None | None | False | None | False | 49792.05 | 0 | | 3819846 | 145312 | None | code13 | Bituminous Macadam Grading - II for traffic 20 MSA,Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade,level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.PWD Common DSR 2023-2024 Vol.3(P.NO.35,I.No.5.12.C) | Cum | 9921.45 | 9921.45 | 197.59 | False | None | None | False | None | False | 1960379.3055 | 0 | | 3819847 | 145312 | None | code14 | 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.IRC-37,2018.PWD Common DSR 2023-2024 Vol.3(P.NO.43,I.No.5.31) | Cum | 10659.6 | 10659.6 | 191.728 | False | None | None | False | None | False | 2043743.7888 | 0 | | 3819848 | 145312 | None | code15 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface:Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes.PWD Common DSR 2023-2024 Vol.3(P.NO.67,I.No.8.15) | Sqm | 556.5 | 556.5 | 160.8 | False | None | None | False | None | False | 89485.2 | 0 | | 3819849 | 145312 | None | code16 | Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness.The Cost isinclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/
m2 over the asphalt surface including lead, loading unloading,rolling and finishing etc., complete as per specification..PWD Common DSR 2023 2024(Vol.3(P.NO.93,I.No.10.14) | Sqm | 276.15 | 276.15 | 144.0 | False | None | None | False | None | False | 39765.6 | 0 | | 3819850 | 145312 | None | code17 | 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 | 556.5 | 556.5 | 198.24 | False | None | None | False | None | False | 110320.56 | 0 | | 3819851 | 145312 | None | code18 | 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 | 6288.45 | 6288.45 | 136.18 | False | None | None | False | None | False | 856361.121 | 0 | | 3819852 | 145312 | None | code19 | 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 | 6639.15 | 6639.15 | 387.065 | False | None | None | False | None | False | 2569782.59475 | 0 | | 3819853 | 145312 | None | code20 | 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) | Percentage | 2558.35 | 2558.35 | 91.08 | False | None | None | False | None | False | 233014.518 | 0 | | 3819854 | 145312 | None | code21 | 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 35% PWD Common DSR 2021-22 Volume 1 (P No: 116 I.No:6) | Percentage | 1394.22 | 1394.22 | 103.26 | False | None | None | False | None | False | 143967.1572 | 0 | | 3819855 | 145312 | None | code22 | 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) | Tonne | 82961.55 | 82961.55 | 34.546 | False | None | None | False | None | False | 2865989.7063 | 0 | | 3819856 | 145312 | None | code23 | 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 | 497.7 | 497.7 | 982.949 | False | None | None | False | None | False | 489213.7173 | 0 | | 3819857 | 145312 | None | code24 | Levelling Course - M10
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 & formwor shall be paid separately)
Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates Items are inclusive of GST 18 percent | Cum | 6527.84 | 6527.84 | 6.07 | False | None | None | False | None | False | 39623.9888 | 0 | | 3819858 | 145312 | None | code25 | Concrete for Super Structure Works
Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately)
M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Items are inclusive of GST 18 percent | Cum | 6961.5 | 6961.5 | 65.86 | False | None | None | False | None | False | 458484.39 | 0 | | 3819859 | 145312 | None | code26 | Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification Items are inclusive of GST 18 percent | Cum | 2810.85 | 2810.85 | 12.0 | False | None | None | False | None | False | 33730.2 | 0 | | 3819860 | 145312 | None | code27 | 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 Items are inclusive of GST 18 percent | Cum | 2476.95 | 2476.95 | 7.0 | False | None | None | False | None | False | 17338.65 | 0 | | 3819861 | 145312 | None | code28 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification Items are inclusive of GST 18 percent | Cum | 7151.55 | 7151.55 | 10.6 | False | None | None | False | None | False | 75806.43 | 0 | | 3819862 | 145312 | None | code29 | Approacch Slab - M30
Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) Items are inclusive of GST 18 percent | Cum | 12426.75 | 12426.75 | 21.0 | False | None | None | False | None | False | 260961.75 | 0 | | 3819863 | 145312 | None | code30 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) Items are inclusive of GST 18 percent | Cum | 14669.55 | 14669.55 | 5.04 | False | None | None | False | None | False | 73934.532 | 0 | | 3819864 | 145312 | None | code31 | Painting on concrete surface
Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2. Items are inclusive of GST 18 percent | Sqm | 88.2 | 88.2 | 18.39 | False | None | None | False | None | False | 1621.998 | 0 | | 3819865 | 145312 | None | code32 | Guard Stones / Boundary Pillers
Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting Items are inclusive of GST 18 percent | No | 785.4 | 785.4 | 20.0 | False | None | None | False | None | False | 15708.0 | 0 | | 3819866 | 145312 | None | code33 | Form work as per Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding | Percentage | 1392.3 | 1392.3 | 65.86 | False | None | None | False | None | False | 91696.878 | 0 | | 3819867 | 145312 | None | code34 | Construction of M 30 Grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with OPC @ 270 kg/m3 and GGBS @ 90 kg/m3, coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with a paver finisher, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures, curing compound, steel channels,finishing to lines and grades as per drawing.(PWD CSR 2021-22 VOL-3 P.NO. 138 I.NO 20.29) | Cum | 8230.94 | 8230.94 | 442.35 | False | None | None | False | None | False | 3640956.309 | 0 | | 3819868 | 145312 | None | code35 | Providingandlayingreinforcedcementconcrete 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 1101.6.750 mm dia | Rmtr | 3501.75 | 3501.75 | 20.0 | False | None | None | False | None | False | 70035.0 | 0 | | 3819869 | 145312 | None | code36 | Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness.The Cost isinclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/
m2 over the asphalt surface including lead, loading unloading,rolling and finishing etc., complete as per specification..PWD Common DSR 2023 2024(Vol.3(P.NO.93,I.No.10.14) | Sqm | 276.15 | 276.15 | 195.3 | False | None | None | False | None | False | 53932.095 | 0 | | 3819870 | 145312 | None | code37 | As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate as per table below For Drain form works Consider 20% PWD SR Vol 2 P No A-7 I NO 22-2 | Percentage | 1327.83 | 1327.83 | 61.8 | False | None | None | False | None | False | 82059.894 | 0 | | 3819871 | 145312 | None | code38 | 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 specifications (PWDSR 2021-22 Vol-2 P.No.65 I.No.9.36) | Sqm | 1732.5 | 1732.5 | 659.2 | False | None | None | False | None | False | 1142064.0 | 0 | | 3819872 | 145312 | None | code39 | Construction of granular sub-base using crusher run spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and mpacting with vibratory roller to achieve the desired density, complete as per clause 401 PWD SR 2023-24 Vol 2 P No 23 I NO 4.3 | Cum | 2418.15 | 2418.15 | 371.7 | False | None | None | False | None | False | 898826.355 | 0 | | 3819873 | 145312 | None | code40 | Tack coat on Granular surface treated with primer : Providing and applying tack coat with RS 1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 Kg/m2 on the prepared bituminous surface cleaned with machanical broom [PWD Common DSR 2023-24 Volume 3, P No: 31 I.No: 5.4(ii )] | Sqm | 14.7 | 14.7 | 3717.0 | False | None | None | False | None | False | 54639.9 | 0 | | 3819874 | 145312 | None | code41 | Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-40 @ 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 SR 2023-24 Vol 2 P No 33 I NO5.9 ii C | Cum | 8284.5 | 8284.5 | 185.85 | False | None | None | False | None | False | 1539674.325 | 0 | | 3819875 | 145312 | None | code42 | Aluminium studs 100 x 100 mm fitted with lense reflectors (PWDSR 2021-22 Vol-3 Material list P.No.A-8 I.No. sl no 08) | No | 315.0 | 315.0 | 66.0 | False | None | None | False | None | False | 20790.0 | 0 | | 3819876 | 145312 | None | code43 | Aluminium studs 100 x 100 mm fitted with lense reflectors (PWDSR 2021-22 Vol-3 Material list P.No.A-8 I.No. sl no 08) | No | 2323.7 | 2323.7 | 135.96 | False | None | None | False | None | False | 315930.252 | 0 |
|