| 1706258740000 | 0 | None | None | Other Works | Construction of Road, Open drain and UGD at Iscon Akshaya patra foundation upto BRTS Road ward no.26 | 2439613.86 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2312044 | 68120 | None | PWD SR 2021-22 Vol No.01 P.No.8 Item No1.12 | Earth work in surface excavation by mechanical means for lowering &leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading,caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work. | Cum | 68.25 | 68.25 | 536.29 | False | None | None | False | None | False | 36601.7925 | 0 | | 2312045 | 68120 | None | 3-4.27 | 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.
| Cum | 2513.7 | 2513.7 | 184.28 | False | None | None | False | None | False | 463224.636 | 0 | | 2312046 | 68120 | None | 3-5.1 | 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.
| Sqm | 44.1 | 44.1 | 945.0 | False | None | None | False | None | False | 41674.5 | 0 | | 2312047 | 68120 | None | 3-IRC-37:2018 | 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. | Cum | 7736.4 | 7736.4 | 47.25 | False | None | None | False | None | False | 365544.9 | 0 | | 2312048 | 68120 | None | 3-5.3 | 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. | Sqm | 12.6 | 12.6 | 1890.0 | False | None | None | False | None | False | 23814.0 | 0 | | 2312049 | 68120 | None | 3-IRC-37:2018 | 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. | Cum | 10233.3 | 10233.3 | 23.63 | False | None | None | False | None | False | 241812.879 | 0 | | 2312050 | 68120 | None | 1-1.8 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation ith 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 | Cum | 422.1 | 422.1 | 172.94 | False | None | None | False | None | False | 72997.974 | 0 | | 2312051 | 68120 | None | 05, Sl no 3.2 | Supplying, lowering, laying, jointing, testing and commissioning of Glazed Stone Ware Pipes of following dia, conforming to IS 651:1992, IS 4127 with latest amendments, including conveying to work site, caulking with hemp dipped in tar and jointing with CM 1:1.5 using OPC, perfect linking and curing for 10 days and testing with water etc. with all lead, lifts and as per Technical Specifications. The cost to include the cost of all jointing materials, necessary survey works for laying of sewer lines etc. complete. The contractor will make own arrangements for procuring water for testing | Mtr | 1170.75 | 1170.75 | 189.0 | False | None | None | False | None | False | 221271.75 | 0 | | 2312052 | 68120 | None | Vol No.02,1.10 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m.Including cost of all labour complete as per specifications | Cum | 128.1 | 128.1 | 212.63 | False | None | None | False | None | False | 27237.903 | 0 | | 2312053 | 68120 | None | non | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks & Medium Duty SFRC Cover & Frame: For 1.2m dia Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. , 1.0 M depth & Medium duty SFRC cover & frame | No | 22982.4 | 22982.4 | 3.0 | False | None | None | False | None | False | 68947.2 | 0 | | 2312054 | 68120 | None | non | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks & Medium Duty SFRC Cover & Frame: For 1.2m dia Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. , 1.2M depth & Medium duty SFRC cover & frame(interpolated between T510 A and T51B | No | 27292.65 | 27292.65 | 4.0 | False | None | None | False | None | False | 109170.6 | 0 | | 2312055 | 68120 | None | 01, 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 20 mm nominal size graded crushed coarse aggregates | Cum | 6014.4 | 6014.4 | 21.15 | False | None | None | False | None | False | 127204.56 | 0 | | 2312056 | 68120 | None | Vol No.01, 2.4.2 | 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 17 Item No.Description of Item Unit Rate Rs.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 es
| Cum | 6266.4 | 6266.4 | 63.45 | False | None | None | False | None | False | 397603.08 | 0 | | 2312057 | 68120 | None | Vol No.02, 11.32 | Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening,cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost
of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately | Kg | 100.8 | 100.8 | 1903.5 | False | None | None | False | None | False | 191872.8 | 0 | | 2312058 | 68120 | None | Vol No.03, 3.1 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work (PWD SR 2021-22 Vol No.03 P.No.15 SI No.3.1 MoRT&H spec.301 | Cum | 33.6 | 33.6 | 323.66 | False | None | None | False | None | False | 10874.976 | 0 | | 2312059 | 68120 | None | 01, SI No.09 | Appendix I Additionalities for Formwork, Centering & Scaffolding Earth retaining structures Percentage on finished rate of concrete per m3 10% (PWD SR 2021-22 Vol No.01 P.No.115 SI No.09) | Cum | 626.64 | 626.64 | 63.45 | False | None | None | False | None | False | 39760.308 | 0 |
|