1709142856000 | 0 | None | None | Other Works | Construction of Road, Drain and Arch Works in Town Panchayat KHANAPUR limits of Belagavi District under Chief Minister Amrut Nagarothana (Municipality) Phase-4 Project (24.10, 7.25 & 5). | 6598053.76 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
2848273 | 92387 | None | PWD Common DSR 2021-22 Volume 1 P No. 5 I.No 1.4 | 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 2021-22 Volume 1 P No. 5 I.No 1.4 | Cum | 195.3 | 195.3 | 99.45 | False | None | None | False | None | False | 19422.585 | 0 | 2848274 | 92387 | None | PWD Common DSR 2021-22 Volume 3 P No. 15 I.No. 3.1 | 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 | 99.45 | False | None | None | False | None | False | 3341.52 | 0 | 2848275 | 92387 | None | P No. 15 I.No.2.1.3 | 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 2021-22 Volume 1 P No. 15 I.No.2.1.3 2nd Quarter Revision of Rates W.E.F 07-07-2022 | Cum | 5831.7 | 5831.7 | 15.3 | False | None | None | False | None | False | 89225.01 | 0 | 2848276 | 92387 | None | P No 16 I.No 2.3.1 | 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 2021-22 Volume 1 P No 16 I.No 2.3.1 2nd Quarter Revision of Rates W.E.F 07-07-2022 | Cum | 6266.4 | 6266.4 | 27.9 | False | None | None | False | None | False | 174832.56 | 0 | 2848277 | 92387 | None | P No. A.7 I.No.22.2 | 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 Corrigendum-3 Additionalities for formwork ,centering and Scaffolding W.E.F 01-09-2022 Sl.No 2a for cement concrete drain | Cum | 2193.24 | 2193.24 | 27.9 | False | None | None | False | None | False | 61191.396 | 0 | 2848278 | 92387 | None | P No. 71 I.No.9.3 | Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications.PWD Common DSR 2021-22 Volume 3 P No. 71 I.No.9.3 2nd QuarterRevision of Rates W.E.F 07-07-2022 | Tonne | 75268.2 | 75268.2 | 1.588 | False | None | None | False | None | False | 119525.9016 | 0 | 2848279 | 92387 | None | P No.15 I.No. 3.3 | Scarifying Existing Granular Surface to a Depth of 50 mm byManual Means.PWD Common DSR 2021-22 Volume III P No. 15 I.No. 3.3 | Sqm | 35.7 | 35.7 | 1275.0 | False | None | None | False | None | False | 45517.5 | 0 | 2848280 | 92387 | None | P No. 15 I.No.3.7 | 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 Common DSR 2021-22 Volume III P No. 15 I.No.3.7 | Sqm | 91.35 | 91.35 | 1275.0 | False | None | None | False | None | False | 116471.25 | 0 | 2848281 | 92387 | None | P No: 19 I.No:4.2 B(V | Construction of Granular Sub-Base of required grading asper design spreading in uniform layers with motor grader onprepared 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 (V) For Grading -V Material.PWD Common DSR 2021-22 VolumeIII (P No: 19 I.No:4.2 B(V) | Cum | 2345.7 | 2345.7 | 127.5 | False | None | None | False | None | False | 299076.75 | 0 | 2848282 | 92387 | None | P No. 64 I.No..9.32 | Providing and laying heavy duty cobble stones 75mm thick interlock pavers, using cement and course sand for manufacture 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 Common DSR 2021-22 Volume II (P No. 64 I.No..9.32 ) | Sqm | 1202.25 | 1202.25 | 1275.0 | False | None | None | False | None | False | 1532868.75 | 0 | 2848283 | 92387 | None | P No. 15 I.No:.2.1.4 | 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 2021-22 Volume I (P No. 15 I.No:.2.1.4 ) | Cum | 6014.4 | 6014.4 | 6.4 | False | None | None | False | None | False | 38492.16 | 0 | 2848284 | 92387 | None | P No. 151 I.No. 21-C.4 | Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification ret ro-reflectorised sign as per IRC:67:2012 made of high inten sity grade sheeting vide clause 801.3, fixed over alumin ium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing ) . PWD Common DSR 2021-22 Volume III (P No. 151 I.No. 21-C.4 ) | No | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 | 2848285 | 92387 | None | P No. 5 I.No.1.4 | 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 2021-22 Volume 1 (P No. 5 I.No.1.4) | Cum | 195.3 | 195.3 | 11.664 | False | None | None | False | None | False | 2277.9792 | 0 | 2848286 | 92387 | None | P No. 15 I.No. 3.1 | 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 | 11.664 | False | None | None | False | None | False | 391.9104 | 0 | 2848287 | 92387 | None | P No. 15 I.No.2.1.3 | 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 2021-22 Volume 1 (P No. 15 I.No.2.1.3 )( 2nd QuarterRevision of Rates W.E.F 07-07-2022 ) | Cum | 5831.7 | 5831.7 | 0.648 | False | None | None | False | None | False | 3778.9416 | 0 | 2848288 | 92387 | None | P No.15 I.No.2.1.3 | 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 2021-22 Volume 1 (P No: 16 I.No:2.3.1) (P No.15 I.No.2.1.3 )( 2nd QuarterRevision of Rates W.E.F 07-07-2022 ) | Cum | 6266.4 | 6266.4 | 12.712 | False | None | None | False | None | False | 79658.4768 | 0 | 2848289 | 92387 | None | P No. A-7 I.No.22.2 | 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 5% PWD Common DSR 2021-22 Volume 2 (P No. A-7 I.No.22.2) ( Corrigendum-3 Additionalities for formwork ,centering and Scaffolding W.E.F 01-09-2022 Sl.No 1a for cement concrete drain ) | Cum | 501.31 | 501.31 | 4.383 | False | None | None | False | None | False | 2197.24173 | 0 | 2848290 | 92387 | None | P No. A-7 I.No.22.2 | 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 5% PWD Common DSR 2021-22 Volume 2 (P No. A-7 I.No.22.2) ( Corrigendum-3 Additionalities for formwork ,centering and Scaffolding W.E.F 01-09-2022 Sl.No 1a for cement concrete drain ) | Cum | 3133.2 | 3133.2 | 5.94 | False | None | None | False | None | False | 18611.208 | 0 | 2848291 | 92387 | None | P No. A-7 I.No.22.2 | 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 5% PWD Common DSR 2021-22 Volume 2 (P No. A-7 I.No.22.2) ( Corrigendum-3 Additionalities for formwork ,centering and Scaffolding W.E.F 01-09-2022 Sl.No 8 for cement concrete drain ) | Cum | 4386.48 | 4386.48 | 1.823 | False | None | None | False | None | False | 7996.55304 | 0 | 2848292 | 92387 | None | P No. 71 I.No.9.3 | Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. PWD Common DSR 2021-22 Volume 3 (P No. 71 I.No.9.3 ) ( 2nd QuarterRevision of Rates W.E.F 07-07-2022 ) | Tonne | 75268.2 | 75268.2 | 1.271 | False | None | None | False | None | False | 95665.8822 | 0 | 2848293 | 92387 | None | P No.41 I.No.8.1.2 | Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. PWD Common DSR 2021-22 Volume 2 (P No.41 I.No.8.1.2) | Sqm | 207.9 | 207.9 | 71.4 | False | None | None | False | None | False | 14844.06 | 0 | 2848294 | 92387 | None | P No.46 I No.8.30 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m over and including priming coat of exterior primer applied @ 2.20 kg/10 m) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer in charge. PWD Common DSR 2021 22 Volume 2 (P No.46 I No.8.30 ) | Sqm | 142.8 | 142.8 | 71.4 | False | None | None | False | None | False | 10195.92 | 0 | 2848295 | 92387 | None | P No. 63 I.No. 9.24 | ProvidingandlayingPolishedGranitestoneflooringinrequireddesignand patterns, in linear as well as curvilinear portions of the building allcompleteasperthearchitecturaldrawingswith18mmthickstoneslabover 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4coarsesand)laidandjointedwithcementslurryandpointingwithwhitecementslurryadmixedwithpigmentofmatchingshadeincludingrubbing ,curingandpolishingetc.allcompleteasspecifiedandasdirectedby the Engineer-in-Charge. ** Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye,Lakared,RiverPink, OrissaBlueorequivalent. . PWD Common DSR 2021-22 Volume II (P No. 63 I.No. 9.24 ) | Sqm | 3013.5 | 3013.5 | 71.4 | False | None | None | False | None | False | 215163.9 | 0 | 2848296 | 92387 | None | P No.75 I.No.10.5(i)) | Filling Pot-holes and Patch Repairs withBituminous concrete, 40mm.Removal of all failed material, trimmingof completed excavation to providefirm vertical faces, cleaning of surface, painting of tack coat on the sides andbase of excavation as per clause503, back filling the pot holes with hotbituminous material as per clause 504,compacting, trimming and finishing the surface to form a smooth continuoussurface, all as per clause 3004.2PWD Common DSR 2021-22 Volume III (P No.75 I.No.10.5(i)) | Sqm | 449.4 | 449.4 | 450.0 | False | None | None | False | None | False | 202230.0 | 0 | 2848297 | 92387 | None | P No: 29 I.No: 5.3(i) | Tack coat on Bituminous surfaceProviding and applying tack coat with Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom PWD Common DSR 2021-22 Volume 3 (P No: 29 I.No: 5.3(i) ) | Sqm | 12.6 | 12.6 | 3000.0 | False | None | None | False | None | False | 37800.0 | 0 | 2848298 | 92387 | None | P.No 145 I.No 21-A (1) | 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)) )( 2nd QuarterRevision of Rates W.E.F 07-07-2022 ) | Cum | 10233.3 | 10233.3 | 90.0 | False | None | None | False | None | False | 920997.0 | 0 | 2848299 | 92387 | None | P.No 7 I.No 1.8 | 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 | 90.0 | False | None | None | False | None | False | 37989.0 | 0 | 2848300 | 92387 | None | P No. 5 I.No.1.4 | 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 2021-22 Volume 1 (P No. 5 I.No.1.4) | Cum | 195.3 | 195.3 | 149.175 | False | None | None | False | None | False | 29133.8775 | 0 | 2848301 | 92387 | None | P No. 15 I.No. 3.1 | 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 | 149.175 | False | None | None | False | None | False | 5012.28 | 0 | 2848302 | 92387 | None | P No. 15 I.No.2.1.3 | 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 2021-22 Volume 1 (P No. 15 I.No.2.1.3 )( 2nd QuarterRevision of Rates W.E.F 07-07-2022 ) | Cum | 5831.7 | 5831.7 | 22.95 | False | None | None | False | None | False | 133837.515 | 0 | 2848303 | 92387 | None | P No. 15 I.No.2.1.3 | 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 2021-22 Volume 1 (P No: 16 I.No:2.3.1) (P No. 15 I.No.2.1.3 )( 2nd QuarterRevision of Rates W.E.F 07-07-2022 ) | Cum | 6266.4 | 6266.4 | 41.85 | False | None | None | False | None | False | 262248.84 | 0 | 2848304 | 92387 | None | P No. A-7 I.No.22.2 | 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 5% PWD Common DSR 2021-22 Volume 2 (P No. A-7 I.No.22.2) ( Corrigendum-3 Additionalities for formwork ,centering and Scaffolding W.E.F 01-09-2022 Sl.No 2a for cement concrete drain ) 35% | Cum | 2193.24 | 2193.24 | 41.85 | False | None | None | False | None | False | 91787.094 | 0 | 2848305 | 92387 | None | P No. 71 I.No.9.3 | Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. PWD Common DSR 2021-22 Volume 3 (P No. 71 I.No.9.3 ) ( 2nd QuarterRevision of Rates W.E.F 07-07-2022 ) | Tonne | 75268.2 | 75268.2 | 2.382 | False | None | None | False | None | False | 179288.8524 | 0 | 2848306 | 92387 | None | P No. 15 I.No.3.3 | Scarifying Existing Granular Surface to a Depth of 50 mm byManual Means.PWD Common DSR 2021-22 Volume III (P No. 15 I.No.3.3) | Sqm | 35.7 | 35.7 | 540.0 | False | None | None | False | None | False | 19278.0 | 0 | 2848307 | 92387 | None | P No. 15 I.No.3.7 | 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 Common DSR 2021-22 Volume III (P No. 15 I.No.3.7) | Sqm | 91.35 | 91.35 | 540.0 | False | None | None | False | None | False | 49329.0 | 0 | 2848308 | 92387 | None | P No. 19 I.No.4.2 B(V) | Construction of Granular Sub-Base of required grading asper design spreading in uniform layers with motor grader onprepared 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 (V) For Grading -V Material.PWD Common DSR 2021-22 VolumeIII (P No. 19 I.No.4.2 B(V) | Cum | 2345.7 | 2345.7 | 54.0 | False | None | None | False | None | False | 126667.8 | 0 | 2848309 | 92387 | None | P No. 64 I.N.:9.32 | Providing and laying heavy duty cobble stones 75mm thick interlock pavers, using cement and course sand for manufacture 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 Common DSR 2021-22 Volume II (P No. 64 I.N.:9.32 ) | Sqm | 1202.25 | 1202.25 | 540.0 | False | None | None | False | None | False | 649215.0 | 0 | 2848310 | 92387 | None | P No. 15 I.No. 2.1.4 | 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 2021-22 Volume I (P No. 15 I.No. 2.1.4 ) | Cum | 6014.4 | 6014.4 | 1.13 | False | None | None | False | None | False | 6796.272 | 0 | 2848311 | 92387 | None | P No. 151 I.No. 21-C.4 | Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification ret ro-reflectorised sign as per IRC:67:2012 made of high inten sity grade sheeting vide clause 801.3, fixed over alumin ium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing ) . PWD Common DSR 2021-22 Volume III (P No. 151 I.No. 21-C.4 ) | No | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 | 2848312 | 92387 | None | P No. 15 I.No. 3.3 | Scarifying Existing Granular Surface to a Depth of 50 mm byManual Means.PWD Common DSR 2021-22 Volume III (P No. 15 I.No. 3.3) | Sqm | 35.7 | 35.7 | 550.0 | False | None | None | False | None | False | 19635.0 | 0 | 2848313 | 92387 | None | P No. 15 I.No.3.7 | 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 Common DSR 2021-22 Volume III (P No. 15 I.No.3.7) | Sqm | 91.35 | 91.35 | 550.0 | False | None | None | False | None | False | 50242.5 | 0 | 2848314 | 92387 | None | P No. 19 I.No.4.2 B(V) | Construction of Granular Sub-Base of required grading asper design spreading in uniform layers with motor grader onprepared 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 (V) For Grading -V Material.PWD Common DSR 2021-22 VolumeIII (P No. 19 I.No.4.2 B(V) | Cum | 2345.7 | 2345.7 | 55.0 | False | None | None | False | None | False | 129013.5 | 0 | 2848315 | 92387 | None | P No. 64 I.No.9.32 | Providing and laying heavy duty cobble stones 75mm thick interlock pavers, using cement and course sand for manufacture 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 Common DSR 2021-22 Volume II (P No. 64 I.No.9.32 ) | Sqm | 1202.25 | 1202.25 | 550.0 | False | None | None | False | None | False | 661237.5 | 0 | 2848316 | 92387 | None | P No. 15 I.No. 2.1.4 | 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 2021-22 Volume I (P No. 15 I.No. 2.1.4 ) | Cum | 6014.4 | 6014.4 | 1.2 | False | None | None | False | None | False | 7217.28 | 0 | 2848317 | 92387 | None | P No. 151 I.No. 21-C.4 | Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification ret ro-reflectorised sign as per IRC:67:2012 made of high inten sity grade sheeting vide clause 801.3, fixed over alumin ium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing ) . PWD Common DSR 2021-22 Volume III (P No. 151 I.No. 21-C.4 ) | No | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 |
|