| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1709367332000 | 0 | None | None | Bridges/Culverts | Construction of Approach Road | 10529950.17 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2883606 | 94307 | None | V-3, P- 9, Item no. 2.5 b | 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.(ii)By Mechanical Means using Dozer, B) In area of thorny jungle, ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | 100 Sqm | 599.68 | 599.68 | 30.0 | False | None | None | False | None | False | 17990.4 | 0 | | 2883607 | 94307 | None | V-1, P-7 Item no. 1.8 | 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 ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 587.29 | 587.29 | 3687.0 | False | None | None | False | None | False | 2165338.23 | 0 | | 2883608 | 94307 | None | V-3, P-17, Itemno.3.6 | 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 ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 610.83 | 610.83 | 800.0 | False | None | None | False | None | False | 488664.0 | 0 | | 2883609 | 94307 | None | V-3, P-23, Item no 4.1 | Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (A) Plant Mix Method, (iii) For Grading -III Material ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 3111.1 | 3111.1 | 427.5 | False | None | None | False | None | False | 1329995.25 | 0 | | 2883610 | 94307 | None | V-3, P-26, Item no 4.17 | 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. ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 3170.6 | 3170.6 | 776.25 | False | None | None | False | None | False | 2461178.25 | 0 | | 2883611 | 94307 | None | V-3, P-31, Item no.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, A. Prime Coat over WMM/WBM ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Sqm | 50.8 | 50.8 | 2850.0 | False | None | None | False | None | False | 144780.0 | 0 | | 2883612 | 94307 | None | V-3, P-31, Item no.5.4 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on the prepared bituminous surface cleaned with mechanical broom (ii)Tack coat on Granular surface treated with primer ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Sqm | 17.35 | 17.35 | 2850.0 | False | None | None | False | None | False | 49447.5 | 0 | | 2883613 | 94307 | None | V-3, P-35, Item no 5.12- C | 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 ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 11707.31 | 11707.31 | 142.5 | False | None | None | False | None | False | 1668291.675 | 0 | | 2883614 | 94307 | None | V-3, P-38, Item no 5.16-C | Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of 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. 507 complete in all respects ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 13572.01 | 13572.01 | 85.5 | False | None | None | False | None | False | 1160406.855 | 0 | | 2883615 | 94307 | None | V-3, P-146, Item no 16.15 A | 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 1101.6. 1200 mm dia ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 10438.58 | 10438.58 | 100.0 | False | None | None | False | None | False | 1043858.0 | 0 |
| | 1709367332000 | 0 | None | None | Bridges/Culverts | Construction of Minor Bridge | 42117978.31 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2883616 | 94308 | None | V.1, P.8, Item no.1.14.1 | 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.In all kinds of soils Depth upto 3 m ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 144.73 | 144.73 | 2678.6 | False | None | None | False | None | False | 387673.778 | 0 | | 2883617 | 94308 | None | V-1, 15, 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, formwork and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement shall be paid separately)Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 8095.04 | 8095.04 | 168.0 | False | None | None | False | None | False | 1359966.72 | 0 | | 2883618 | 94308 | None | V-1,15,2.2.1 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour,Usage charges of machinery, curing, formwork and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately),M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 8922.25 | 8922.25 | 103.2 | False | None | None | False | None | False | 920776.2 | 0 | | 2883619 | 94308 | None | V-1,P-15,2.2.3 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour,Usage charges of machinery, curing, formwork and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately),M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 10276.31 | 10276.31 | 619.52 | False | None | None | False | None | False | 6366379.5712 | 0 | | 2883620 | 94308 | None | V-1,16,2.4.3 | 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, formwork and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 10276.31 | 10276.31 | 461.68 | False | None | None | False | None | False | 4744366.8008 | 0 | | 2883621 | 94308 | None | V-1,16,2.5.2 | 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, formwork and all other appurtenances required to complete the work as per technical specifications.(The cost of steel reinforcement, dowel bars to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 11321.25 | 11321.25 | 620.21 | False | None | None | False | None | False | 7021552.4625 | 0 | | 2883622 | 94308 | None | V-1, 18, 2.11 b | 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, Foundations of Bridges ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Tonne | 106809.23 | 106809.23 | 49.56 | False | None | None | False | None | False | 5293465.4388 | 0 | | 2883623 | 94308 | None | V-1, 18, 2.11 c | 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, Sub structure of Bridges ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Tonne | 107090.49 | 107090.49 | 36.93 | False | None | None | False | None | False | 3954851.7957 | 0 | | 2883624 | 94308 | None | V-1, P-18, 2.11 d | 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, Super structure of Bridges ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Tonne | 107369.26 | 107369.26 | 55.15 | False | None | None | False | None | False | 5921414.689 | 0 | | 2883625 | 94308 | None | V-3, 117, 12.3 A | Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification (A) Granular material ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 1329.15 | 1329.15 | 887.4 | False | None | None | False | None | False | 1179487.71 | 0 | | 2883626 | 94308 | None | V-3, 117, 12.4 | Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the equirements 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 ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 3316.8 | 3316.8 | 304.15 | False | None | None | False | None | False | 1008804.72 | 0 | | 2883627 | 94308 | None | V-3, 121, 13.2 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 17310.07 | 17310.07 | 38.64 | False | None | None | False | None | False | 668861.1048 | 0 | | 2883628 | 94308 | None | V-3, 121, 13.7 | Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | No | 4052.77 | 4052.77 | 16.0 | False | None | None | False | None | False | 64844.32 | 0 | | 2883629 | 94308 | None | V-3, 121, 13.5 | Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | m | 2805.1 | 2805.1 | 117.6 | False | None | None | False | None | False | 329879.76 | 0 | | 2883630 | 94308 | None | V-3, 121, 13.8 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification, ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 8438.83 | 8438.83 | 39.9 | False | None | None | False | None | False | 336709.317 | 0 | | 2883631 | 94308 | None | V-3, 122, 13.9 | Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 14663.57 | 14663.57 | 59.85 | False | None | None | False | None | False | 877614.6645 | 0 | | 2883632 | 94308 | None | V-3, 123, 13.13B | Provision of an Reinforced cement concrete crash barrier at the bridge deck & approaches to bridge structure, constructed withReinforced cement concrete with TMT reinforcement conforming to MORT&H specificatios and as per details given in IRC-5 including dowel bars, 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the and approved drawing and at locations directed by the Engineer, all as specified Crash Barrier for Bridges (Height 1100 mm) as per details given
IRC-5 (fig-2) (Area 0.298 m2 for 1 m length) ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 6033.93 | 6033.93 | 58.8 | False | None | None | False | None | False | 354795.084 | 0 | | 2883633 | 94308 | None | V-3, 123, 13.14 | 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 ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Sqm | 104.08 | 104.08 | 105.84 | False | None | None | False | None | False | 11015.8272 | 0 | | 2883634 | 94308 | None | V-3, 123, 13.15 (iii) | Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications. ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | m | 286.21 | 286.21 | 57.0 | False | None | None | False | None | False | 16313.97 | 0 | | 2883635 | 94308 | None | V-3, 129, 14.4 A | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specification, (A)stone/Boulder ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 2368.97 | 2368.97 | 138.0 | False | None | None | False | None | False | 326917.86 | 0 | | 2883636 | 94308 | None | V-3, 129, 14.5 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 3761.6 | 3761.6 | 44.4 | False | None | None | False | None | False | 167015.04 | 0 | | 2883637 | 94308 | None | V-1, Item No 1.9 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m
and lift upto 1.5 m ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 329.57 | 329.57 | 1282.5 | False | None | None | False | None | False | 422673.525 | 0 | | 2883638 | 94308 | None | V-3, P no 10, Item No 2.8 (ii)a | 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 By Mechanical Means Cement Concrete Grade M-15 & M-20 ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 890.84 | 890.84 | 429.48 | False | None | None | False | None | False | 382597.9632 | 0 |
| | 1709367332000 | 0 | None | None | Bridges/Culverts | Sub Estimate-1 Shifting of Sewer line of 600mm dia across old NH-4 from MH 11747A to MH 11747A1 pertaining to 2nd Stage UGD Scheme to Tumakuru City | 1530945.12 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2883639 | 94309 | None | V-1, Item No 1.17.1 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50 m ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 324.5 | 324.5 | 150.0 | False | None | None | False | None | False | 48675.0 | 0 | | 2883640 | 94309 | None | V-1, Item No 1.17.2 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. All kinds of soils. Depth above 1.50 m but not exceeding 3.00 m ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 410.64 | 410.64 | 150.0 | False | None | None | False | None | False | 61596.0 | 0 | | 2883641 | 94309 | None | V-1, Item No 1.19.3 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. Ordinary/soft rock (without requiring blasting) Depth above 3.00 m but not exceeding 4.50m ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 784.7 | 784.7 | 150.0 | False | None | None | False | None | False | 117705.0 | 0 | | 2883642 | 94309 | None | V-1, Item No 1.2 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. Ordinary/soft rock (without requiring blasting) Depth above 4.50 m but not exceeding 6.00 m ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 977.04 | 977.04 | 50.0 | False | None | None | False | None | False | 48852.0 | 0 | | 2883643 | 94309 | None | V-1, Item No 1.17.1 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. Mechanical means For Machine holes All kinds of soils. Depth upto 1.50 m ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 324.5 | 324.5 | 38.88 | False | None | None | False | None | False | 12616.56 | 0 | | 2883644 | 94309 | None | V-1, Item No 1.17.2 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. Mechanical means For Machine holes All kinds of soils. Depth above 1.50 m but not exceeding 3.00 m ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 410.64 | 410.64 | 38.88 | False | None | None | False | None | False | 15965.6832 | 0 | | 2883645 | 94309 | None | V-1, Item No 1.19.3 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. Mechanical means For Machine holes Ordinary/soft rock (without requiring blasting) Depth above 3.00 m but not exceeding 4.50m ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 784.7 | 784.7 | 38.88 | False | None | None | False | None | False | 30509.136 | 0 | | 2883646 | 94309 | None | V-1, Item No 1.2 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. Mechanical means For Machine holes Ordinary/soft rock (without requiring blasting) Depth above 4.50 m but not exceeding 6.00 m ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 977.04 | 977.04 | 12.96 | False | None | None | False | None | False | 12662.4384 | 0 | | 2883647 | 94309 | None | Vol-5, Item No16.3.11 | Supplying S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | m | 6781.46 | 6781.46 | 50.0 | False | None | None | False | None | False | 339073.0 | 0 | | 2883648 | 94309 | None | V-5, Item No 9.16.10 | Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two “O” rings and a coupler of suitable size, including loading and unloading at both destination and cutting of pipes where ever necessary including jointing with all labour, all lead and lift including encasing the pipe around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done the contractor shall have to make his own arrangement for procuring water for testing ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | m | 7257.0 | 7257.0 | 50.0 | False | None | None | False | None | False | 362850.0 | 0 | | 2883649 | 94309 | None | V-5, Item No 9.17.10 | Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two “O” rings and a coupler of suitable size, including loading and unloading at both destination including jointing with all labour, all lead and lift including encasing the special around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done (the contractor shall have to make his own arrangement for procuring water for testing) ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Each | 1380.6 | 1380.6 | 9.0 | False | None | None | False | None | False | 12425.4 | 0 | | 2883650 | 94309 | None | V-5, Item No 16.20.4 | Construction of RCC Machinehole chambers of 1:1.5:3 proportion or approved type Cast-insitu / Pre-cast RCC Machinehole chambers, constructed using form vibrators of standard type, with barricading, danger lighting and using of sight rails and boning rods wherever necessary, shoring and strutting wherever required using Ordinary Port Land Cement, using 1:1.5:3 proportion RCC with 20 mm and down graded jelly, well graded sand and steel of approved quality, 200 mm thick top concrete slab, having wall thickness and raft thickness as in approved drawings and with an offset in raft alround the chamber as in approved drawing, benching concrete with 1:6 slope towards the central drain finished smooth, including fixing and grouting of pipes, including conveying to work spot supply and fixing SFRC Machinehole cover and frame (Heavy duty) conforming to IS:12592 with latest amendments, on a bed of CC 1:2:4 supplying and fixing of minimum 3 mm thick encapsulated plastic footsteps (as per IS 10910) on 12 mm dia. Grade Fe-500 steel bar (as per IS 1786) staggered at 300 mm apart as detailed in Technical specifications, including stone grit beding wherever required, watering, curing, engraving Machinehole number with flow direction on the inner cylindrical surface etc., complete including cost of reinforcement steel and fabrication charges and also cost and conveyance of all materials, labour with all lead and lifts. The Pre-cast RCC Machinehole are for various diamters and depths as stated below and as per detailed drawings, specifications and direction of the Engineer ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Each | 171601.5 | 171601.5 | 2.0 | False | None | None | False | None | False | 343203.0 | 0 | | 2883651 | 94309 | None | V-1, Item No 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 ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 198.24 | 198.24 | 629.6 | False | None | None | False | None | False | 124811.904 | 0 |
| | 1709367332000 | 0 | None | None | Bridges/Culverts | Sub Estimate-2 Shifting of 813mm dia M.S rising main laid along old NH-4 from 50 MLD WTP in PNR Palya to IPS in Vidya Nagar Water Works and CMC Pump House under 2nd Stage Water Supply Scheme to Tumakuru City | 2298363.37 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2883652 | 94310 | None | V-1, Item No 1.17.1 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50 m ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 324.5 | 324.5 | 150.0 | False | None | None | False | None | False | 48675.0 | 0 | | 2883653 | 94310 | None | V-1, Item No 1.19.2 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. Ordinary/soft rock (without requiring blasting) Depth above 1.50 m but not exceeding 3.00 m ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 690.3 | 690.3 | 50.0 | False | None | None | False | None | False | 34515.0 | 0 | | 2883654 | 94310 | None | V-1, Item No 1.17.1 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. Excavation by Mechanical means For Thrust Blocks & Valve Chambers All kinds of soils. Depth upto 1.50 m ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 324.5 | 324.5 | 48.0 | False | None | None | False | None | False | 15576.0 | 0 | | 2883655 | 94310 | None | V-1, Item No 1.19.2 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. Excavation by Mechanical means For Thrust Blocks & Valve Chambers Ordinary/soft rock (without requiring blasting) Depth above 1.50 m but not exceeding 3.00 m ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 690.3 | 690.3 | 16.0 | False | None | None | False | None | False | 11044.8 | 0 | | 2883656 | 94310 | None | V-1, Item No 1.14.1 | 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
All kinds of soils Depth up to 3m
---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 126.26 | 126.26 | 9.72 | False | None | None | False | None | False | 1227.2472 | 0 | | 2883657 | 94310 | None | V-1, Item No 1.15.2 | 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
Ordinary/Soft rock without blasting Depth above 1.5m and up to 3m
---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 526.28 | 526.28 | 3.24 | False | None | None | False | None | False | 1705.1472 | 0 | | 2883658 | 94310 | None | V-5, Item No 5.6.2 | Manufacturing, providing, trasporting, rolling, lowering, laying, jointing and commissioning of ERW (Electric Resistance Welded)/ SAW (Submerged Arc Welded) MS pipes of Outer dia (Fe-410 grade) conforming to IS 3589-2001 with latest amendments, including perfect linking and welding of joints to correct position, cost of the pipes, conveyance, lead, lift charges, cost of all labour and giving satisfactory hydraulic test as per IS 3589-2001 with latest amendments for test pressure and working pressure both at factory and site etc. complete as per detailed specifications inside with CM 1:1.5 lining of minimum 10mm thick for pipes upto 610mm OD and with minimum 12mm thick beyond 610mm OD and out side with minimum 25mm thick coating in CM 1:3 over 50 x
50mm weld mesh of 13 gauge, including loading and unloading of pipes for the following diameters and specified thickness of plate as noted below, including bailing out of water wherever necessary. (Contractor will make his own arrangements for procuring water for testing)
Note: a) No Negative tolerance in respect of thickness is permissible.
b) Basic Cost of MS Plate is considered as Rs.68,200.00 per MT. The bare pipe cost worked out is Rs. 77.59/kg weight/m of pipe
c) The pipe costs are FOR destination anywhere in Karnataka.
For MS Pipes of 219mm dia:
Pipe of 457mm dia-6.4mm thick ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | m | 11043.62 | 11043.62 | 6.0 | False | None | None | False | None | False | 66261.72 | 0 | | 2883659 | 94310 | None | V-5, item No 5.13.2 | Manufacturing, providing, trasporting, rolling, lowering, laying, jointing and commissioning of ERW (Electric Resistance Welded)/ SAW (Submerged Arc Welded) MS pipes of Outer dia (Fe-410 grade) conforming to IS 3589-2001 with latest amendments, including perfect linking and welding of joints to correct position, cost of the pipes, conveyance, lead, lift charges, cost of all labour and giving satisfactory hydraulic test as per IS 3589-2001 with latest amendments for test pressure and working pressure both at factory and site etc. complete as per detailed specifications inside with CM 1:1.5 lining of minimum 10mm thick for pipes upto 610mm OD and with minimum 12mm thick beyond 610mm OD and out side with minimum 25mm thick coating in CM 1:3 over 50 x
50mm weld mesh of 13 gauge, including loading and unloading of pipes for the following diameters and specified thickness of plate as noted below, including bailing out of water wherever necessary. (Contractor will make his own arrangements for procuring water for testing)
Note: a) No Negative tolerance in respect of thickness is permissible.
b) Basic Cost of MS Plate is considered as Rs.68,200.00 per MT. The bare pipe cost worked out is Rs. 77.59/kg weight/m of pipe
c) The pipe costs are FOR destination anywhere in Karnataka.
For MS Pipes of 219mm dia:
Pipe of 813mm dia-7.9mm thick ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | m | 23346.3 | 23346.3 | 50.0 | False | None | None | False | None | False | 1167315.0 | 0 | | 2883660 | 94310 | None | V-5, Item No 5.37.2 | Manufacturing, providing, transporting, rolling, lowering, laying, jointing
& testing and commissioning of MS specials of minimum 8mm thick such as bends, tail pieces, reduces etc. conforming to IS-7322:1985 with latest amendments and including perfect linking and welding of joints to correct position includng cost and conveyance of materials with all lead and lifts, cost all labour and giving satisfactory hydraulic test as per IS:3589:2001 with latest amendments for test pressure and working pressure both at factory and site etc. complete as per detailed specifications with inside lining two coat of food grade epoxy painting of approved make with each coat of 250 micron thick (after dry) over one coat of food grade epoxy primer of approved make with minium of 50 micron thick (after dry) and outside 25mm thick coating in CM 1:3 by providing 50x50mm weld mesh including loading and unloading of the pipes for the following category to suit PSC / MS / CI / AC / DI / PVC pipes. The weight of MS shell only by considered before lining and coating for arriving at the rate. The thickness of plate will be specified by the engineer. (Contractor will make his own arrangements for procuring water for testing) for:Pipe bends,branches, tail pieces, reducers etc. for above 500mm dia pipes ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Kg | 192.34 | 192.34 | 500.0 | False | None | None | False | None | False | 96170.0 | 0 | | 2883661 | 94310 | None | V-1, Item No 2.1.6 | Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 7734.9 | 7734.9 | 2.25 | False | None | None | False | None | False | 17403.525 | 0 | | 2883662 | 94310 | None | V-1, Item No 2.2.1 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.
M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 7789.18 | 7789.18 | 29.16 | False | None | None | False | None | False | 227132.4888 | 0 | | 2883663 | 94310 | None | Common SR 2023-24 Vol-1 Pg no. 111 Addendum-1 | Forwork for Thrust Block
---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 233.68 | 233.68 | 29.16 | False | None | None | False | None | False | 6814.1088 | 0 | | 2883664 | 94310 | None | V-1, Item No 2.3.2 | Providing and laying in 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 necessary, 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 8028.72 | 8028.72 | 0.55 | False | None | None | False | None | False | 4415.796 | 0 | | 2883665 | 94310 | None | Common SR 2023-24 Vol-1 Pg no. 111 Addendum-1 | Formwork for raft
---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 240.86 | 240.86 | 0.55 | False | None | None | False | None | False | 132.473 | 0 | | 2883666 | 94310 | None | V-1, Item No 2.3.2 | Providing and laying in 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 necessary, 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.
M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 8028.72 | 8028.72 | 1.62 | False | None | None | False | None | False | 13006.5264 | 0 | | 2883667 | 94310 | None | Common SR 2023-24 Vol-1 Pg no. 111 Addendum-1 | Formwork for Walls
---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 2810.05 | 2810.05 | 1.62 | False | None | None | False | None | False | 4552.281 | 0 | | 2883668 | 94310 | None | V-1, Item No 2.3.3 | Providing and laying in 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 necessary, 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. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 8183.3 | 8183.3 | 0.71 | False | None | None | False | None | False | 5810.143 | 0 | | 2883669 | 94310 | None | Common SR 2023-24 Vol-1 Pg no. 111 Addendum-1 | Form work for Slab
---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 4091.65 | 4091.65 | 0.71 | False | None | None | False | None | False | 2905.0715 | 0 | | 2883670 | 94310 | None | V-1, Item No 2.11.h | 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 ancillary operations complete as per drawing and technical specification for All other type of structures ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Tonne | 97895.16 | 97895.16 | 1.92 | False | None | None | False | None | False | 187958.7072 | 0 | | 2883671 | 94310 | None | V-5, Item No 7.3 | Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc.
---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Each | 2651.46 | 2651.46 | 2.0 | False | None | None | False | None | False | 5302.92 | 0 | | 2883672 | 94310 | None | V-5, Item No 2.35.5 | Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of various dia. with body bonnet of ductile iron (DI) conforming to IS- 1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacuum tight and
100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) For PN-10:For TP Air Valves of 200mm dia. PN 10
---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Each | 62512.86 | 62512.86 | 1.0 | False | None | None | False | None | False | 62512.86 | 0 | | 2883673 | 94310 | None | V-5, Item No 2.23.5 | Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of various dia. with body bonnet of ductile iron (DI) conforming to IS- 1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacuum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) For PN-10: For Suilce Valve of PN -10.0 and 200mm
---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Each | 35569.92 | 35569.92 | 1.0 | False | None | None | False | None | False | 35569.92 | 0 | | 2883674 | 94310 | None | V-5, item No 2.23.5 | Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS-1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work.
(Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) For PN-10 For Suilce Valve of PN -10.0 and 200mm
---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Each | 35569.92 | 35569.92 | 1.0 | False | None | None | False | None | False | 35569.92 | 0 | | 2883675 | 94310 | None | V-5, item No 2.23.10 | Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS-1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work.
(Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) For PN-10 For Suilce Valve of PN - 10.0 and 450mm
---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Each | 191882.16 | 191882.16 | 1.0 | False | None | None | False | None | False | 191882.16 | 0 | | 2883676 | 94310 | None | V-1, Item No 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
---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 198.24 | 198.24 | 276.96 | False | None | None | False | None | False | 54904.5504 | 0 |
| | 1709367332000 | 0 | None | None | Bridges/Culverts | Sub Estimate-3 Shifting of 914mm dia M.S pipe line laid across old NH-4 from Housing Chamber in Tumakuru Amanikere to existing 50 MLD WTP in PNR Palya under D.C works of TSCL | 3297446.37 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2883677 | 94311 | None | V-1, Item No 1.17.1 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata.
All kinds of soils. Depth upto 1.50 m
---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 324.5 | 324.5 | 187.5 | False | None | None | False | None | False | 60843.75 | 0 | | 2883678 | 94311 | None | V-1, Item No 1.19.2 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. Ordinary/soft rock (without requiring blasting) Depth above 1.50 m but not exceeding 3.00 m ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 690.3 | 690.3 | 62.5 | False | None | None | False | None | False | 43143.75 | 0 | | 2883679 | 94311 | None | V-1, Item No 1.17.1 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. Excavation by Mechanical means For Thrust Blocks and Valve Chambers All kinds of soils. Depth upto 1.50 m ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 324.5 | 324.5 | 48.0 | False | None | None | False | None | False | 15576.0 | 0 | | 2883680 | 94311 | None | V-1, Item No 1.19.2 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. Excavation by Mechanical means For Thrust Blocks and Valve Chambers Ordinary/soft rock (without requiring blasting) Depth above 1.50 m but not exceeding 3.00 m ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 690.3 | 690.3 | 16.0 | False | None | None | False | None | False | 11044.8 | 0 | | 2883681 | 94311 | None | V-1, item No 1.14.1 | 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
All kinds of soils Depth up to 3m
---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 126.26 | 126.26 | 9.72 | False | None | None | False | None | False | 1227.2472 | 0 | | 2883682 | 94311 | None | V-1, Item No 1.15.2 | 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
Ordinary/Soft rock without blasting Depth above 1.5m and up to 3m
---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 526.28 | 526.28 | 3.24 | False | None | None | False | None | False | 1705.1472 | 0 | | 2883683 | 94311 | None | V-5, Item No 5.6.2 | Manufacturing, providing, transporting, rolling, lowering, laying, jointing and commissioning of ERW (Electric Resistance Welded)/ SAW (Submerged Arc Welded) MS pipes of Outer dia (Fe-410 grade) conforming to IS 3589-2001 with latest amendments, including perfect linking and welding of joints to correct position, cost of the pipes, conveyance, lead, lift charges, cost of all labour and giving satisfactory hydraulic test as per IS 3589-2001 with latest amendments for test pressure and working pressure both at factory and site etc. complete as per detailed specifications inside with CM 1:1.5 lining of minimum 10mm thick for pipes upto 610mm OD and with minimum 12mm thick beyond 610mm OD and out side with minimum 25mm thick coating in CM 1:3 over 50 x 50mm weld mesh of 13 gauge, including loading and unloading of pipes for the following diameters and specified thickness of plate as noted below, including bailing out of water wherever necessary. (Contractor will make his own arrangements for procuring water for testing)
Note: a) No Negative tolerance in respect of thickness is permissible. b) Basic Cost of MS Plate is considered as Rs.68,200.00 per MT. The bare pipe cost worked out is Rs. 77.59/kg weight/m of pipe c) The pipe costs are FOR destination anywhere in Karnataka For MS Pipes of 219mm dia: Pipe of 457mm dia-6.4mm thick
---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | m | 11043.62 | 11043.62 | 6.0 | False | None | None | False | None | False | 66261.72 | 0 | | 2883684 | 94311 | None | V-5, Item No 5.15.1 | Manufacturing, providing, transporting, rolling, lowering, laying, jointing and commissioning of ERW (Electric Resistance Welded)/ SAW (Submerged Arc Welded) MS pipes of Outer dia (Fe-410 grade) conforming to IS 3589-2001 with latest amendments, including perfect linking and welding of joints to correct position, cost of the pipes, conveyance, lead, lift charges, cost of all labour and giving satisfactory hydraulic test as per IS 3589-2001 with latest amendments for test pressure and working pressure both at factory and site etc. complete as per detailed specifications inside with CM 1:1.5 lining of minimum 10mm thick for pipes upto 610mm OD and with minimum 12mm thick beyond 610mm OD and out side with minimum 25mm thick coating in CM 1:3 over 50 x 50mm weld mesh of 13 gauge, including loading and unloading of pipes for the following diameters and specified thickness of plate as noted below, including bailing out of water wherever necessary. (Contractor will make his own arrangements for procuring water for testing) Note: a) No Negative tolerance in respect of thickness is permissible. b) Basic Cost of MS Plate is considered as Rs.68,200.00 per MT. The bare pipe cost worked out is Rs. 77.59/kg weight/m of pipe
c) The pipe costs are FOR destination anywhere in Karnataka. For MS Pipes of 219mm dia: Pipe of 914mm dia-7.9mm thick
---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | m | 26253.82 | 26253.82 | 50.0 | False | None | None | False | None | False | 1312691.0 | 0 | | 2883685 | 94311 | None | V-5, Item No 16.3.15 | Supplying S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey RCC NP3 Class pipe of 1600 mm dia.
---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | m | 16647.44 | 16647.44 | 50.0 | False | None | None | False | None | False | 832372.0 | 0 | | 2883686 | 94311 | None | V-5, Item No 5.37.2 | Manufacturing, providing, transporting, rolling, lowering, laying, jointing & testing and commissioning of MS specials of minimum 8mm thick such as bends, tail pieces, reduces etc. conforming to IS-7322:1985 with latest amendments and including perfect linking and welding of joints to correct position including cost and conveyance of materials with all lead and lifts, cost all labour and giving satisfactory hydraulic test as per IS:3589:2001 with latest amendments for test pressure and working pressure both at factory and site etc. complete as per detailed specifications with inside lining two coat of food grade epoxy painting of approved make with each coat of 250 micron thick (after dry) over one coat of food grade epoxy primer of approved make with minimum of 50 micron thick (after dry) and outside 25mm thick coating in CM 1:3 by providing 50x50mm weld mesh including loading and unloading of the pipes for the following category to suit PSC / MS / CI / AC / DI / PVC pipes. The weight of MS shell only by considered before lining and coating for arriving at the rate. The thickness of plate will be specified by the engineer. (Contractor will make his own arrangements for procuring water for testing) for: Note:1) For small works where the C.M. lining is not practicable for inside surface of the pipe, food grade expoxy painting of two coat over one coat of epoxy primer may be proposed and got approved. 2) The above rates are applicable only for pipe works Pipe bends,branches, tail pieces, reducers etc. for above 500mm dia pipes
---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Kg | 192.34 | 192.34 | 600.0 | False | None | None | False | None | False | 115404.0 | 0 | | 2883687 | 94311 | None | V-1, Item No 2.1.6 | Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 7734.9 | 7734.9 | 3.15 | False | None | None | False | None | False | 24364.935 | 0 | | 2883688 | 94311 | None | V-1, Item No 2.3.2 | Providing and laying in 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 necessary, 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 8028.72 | 8028.72 | 0.55 | False | None | None | False | None | False | 4415.796 | 0 | | 2883689 | 94311 | None | Common SR 2023-24 Vol-1 Pg no. 111 Addendum-1 | Formwork for raft
---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 240.86 | 240.86 | 0.55 | False | None | None | False | None | False | 132.473 | 0 | | 2883690 | 94311 | None | V-1, Item No 2.2.1 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.
M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 7789.18 | 7789.18 | 29.16 | False | None | None | False | None | False | 227132.4888 | 0 | | 2883691 | 94311 | None | Common SR 2023-24 Vol-1 Pg no. 111 Addendum-1 | Formwork for Thrust Block
---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 233.68 | 233.68 | 29.16 | False | None | None | False | None | False | 6814.1088 | 0 | | 2883692 | 94311 | None | V-1, Item No 2.3.2 | Providing and laying in 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 necessary, 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.
M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 8028.72 | 8028.72 | 1.62 | False | None | None | False | None | False | 13006.5264 | 0 | | 2883693 | 94311 | None | Common SR 2023-24 Vol-1 Pg no. 111 .addendum-1 | Formwork for Walls
---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 2810.05 | 2810.05 | 1.62 | False | None | None | False | None | False | 4552.281 | 0 | | 2883694 | 94311 | None | V-1, item No 2.3.3 | Providing and laying in 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 necessary, 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.
M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 8183.3 | 8183.3 | 0.71 | False | None | None | False | None | False | 5810.143 | 0 | | 2883695 | 94311 | None | Common SR 2023-24 Vol-1 Pg no. 111 .addendum-1 | Formwork for Slab
---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 4091.65 | 4091.65 | 0.71 | False | None | None | False | None | False | 2905.0715 | 0 | | 2883696 | 94311 | None | V-1, Item No 2.11.h | 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 ancillary operations complete as per drawing and technical specification for All other type of structures ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Tonne | 97895.16 | 97895.16 | 1.92 | False | None | None | False | None | False | 187958.7072 | 0 | | 2883697 | 94311 | None | V-5, Item No 7.3 | Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc.
---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Each | 2651.46 | 2651.46 | 2.0 | False | None | None | False | None | False | 5302.92 | 0 | | 2883698 | 94311 | None | V-5, Item No 2.37.5 | Supply and fixing of Single / Double chamber triple function tamper proof (Both the orifces to be housed in the single chamber) Air valves with Body and cover in Ductile cast iron of grade GGG 40/50. All internal parts such as float, shell with appurtenances., all cover bolts of austenitic alloy / SS 304 steel, DN 50 float of HOSTAFLON / SS 304 and gaskers and seals of EPDM. Epoxy powder coating (EP-P) inside and outside colour blue RAL5005. The valves should be designed for all the three functions i.e., 1. Large orifice for venting of large air volumes on start up. 2. Large orifice for intake of large air volumes. 3. Small orifice for discharge of pressurized air during operation. For TP Air Valves of 200mm dia. PN 10
---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Each | 62512.86 | 62512.86 | 1.0 | False | None | None | False | None | False | 62512.86 | 0 | | 2883699 | 94311 | None | V-5, Item No 2.23.5 | Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS-1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work.
(Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) For PN-10 For Suilce Valve of PN -10.0 and 200mm
---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Each | 35569.92 | 35569.92 | 1.0 | False | None | None | False | None | False | 35569.92 | 0 | | 2883700 | 94311 | None | V-5, Item No 2.23.10 | Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS-1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work.
(Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) For PN-10 For Suilce Valve of PN - 10.0 and 450mm
---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Each | 191882.16 | 191882.16 | 1.0 | False | None | None | False | None | False | 191882.16 | 0 | | 2883701 | 94311 | None | V-1, item No 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
---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 198.24 | 198.24 | 326.96 | False | None | None | False | None | False | 64816.5504 | 0 |
| | 1709367332000 | 0 | None | None | Bridges/Culverts | Sub Estimate-4 Shifting of 300mm dia M.S pipe line along old NH-4 laid on pipe supports | 1128858.89 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2883702 | 94312 | None | V-1, Item No 1.17.1 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata.
All kinds of soils. Depth upto 1.50 m
---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 324.5 | 324.5 | 150.0 | False | None | None | False | None | False | 48675.0 | 0 | | 2883703 | 94312 | None | V-1, Item No 1.19.2 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. Ordinary/soft rock (without requiring blasting) Depth above 1.50 m but not exceeding 3.00 m ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 690.3 | 690.3 | 50.0 | False | None | None | False | None | False | 34515.0 | 0 | | 2883704 | 94312 | None | V-1, Item No 1.17.1 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. Excavation by Mechanical means For Thrust Blocks and Valve Chambers All kinds of soils. Depth upto 1.50 m ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 324.5 | 324.5 | 48.0 | False | None | None | False | None | False | 15576.0 | 0 | | 2883705 | 94312 | None | V-1, Item No 1.19.2 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. Excavation by Mechanical means For Thrust Blocks and Valve Chambers Ordinary/soft rock (without requiring blasting) Depth above 1.50 m but not exceeding 3.00 m ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 690.3 | 690.3 | 16.0 | False | None | None | False | None | False | 11044.8 | 0 | | 2883706 | 94312 | None | V-1, Item No 1.14.1 | 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
All kinds of soils Depth up to 3m
---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 126.26 | 126.26 | 9.72 | False | None | None | False | None | False | 1227.2472 | 0 | | 2883707 | 94312 | None | V-1, Item No 1.15.2 | 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 Ordinary/Soft rock without blasting Depth above 1.5m and up to 3m ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 526.28 | 526.28 | 3.24 | False | None | None | False | None | False | 1705.1472 | 0 | | 2883708 | 94312 | None | V-2, Item No 5.3.1 | Manufacturing, providing, trasporting, rolling, lowering, laying, jointing and commissioning of ERW (Electric Resistance Welded)/ SAW (Submerged Arc Welded) MS pipes of Outer dia (Fe-410 grade) conforming to IS 3589-2001 with latest amendments, including perfect linking and welding of joints to correct position, cost of the pipes, conveyance, lead, lift charges, cost of all labour and giving satisfactory hydraulic test as per IS 3589-2001 with latest amendments for test pressure and working pressure both at factory and site etc. complete as per detailed specifications inside with CM 1:1.5 lining of minimum 10mm thick for pipes upto 610mm OD and with minimum 12mm thick beyond 610mm OD and out side with minimum 25mm thick coating in CM 1:3 over 50 x 50mm weld mesh of 13 gauge, including loading and unloading of pipes for the following diameters and specified thickness of plate as noted below, including bailing out of water wherever necessary. (Contractor will make his own arrangements for procuring water for testing) Note: a) No Negative tolerance in respect of thickness is pemissible. b) Basic Cost of MS Plate is considered as Rs.68,200.00 per MT. The bare pipe cost worked out is Rs. 77.59/kg weight/m of pipe c) The pipe costs are FOR destination anywhere in Karnataka.
Pipe of 323.9mm dia -5.6mm thick
---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | m | 7109.5 | 7109.5 | 50.0 | False | None | None | False | None | False | 355475.0 | 0 | | 2883709 | 94312 | None | V-5, Item No 5.37.1 | Manufacturing, providing, transporting, rolling, lowering, laying, jointing & testing and commissioning of MS specials of minimum 8mm thick such as bends, tail pieces, reduces etc. conforming to IS-7322:1985 with latest amendments and including perfect linking and welding of joints to correct position including cost and conveyance of materials with all lead and lifts, cost all labour and giving satisfactory hydraulic test as per IS:3589:2001 with latest amendments for test pressure and working pressure both at factory and site etc. complete as per detailed specifications with inside lining two coat of food grade epoxy painting of approved make with each coat of 250 micron thick (after dry) over one coat of food grade epoxy primer of approved make with minimum of 50 micron thick (after dry) and outside 25mm thick coating in CM 1:3 by providing 50x50mm weld mesh including loading and unloading of the pipes for the following category to suit PSC / MS / CI / AC / DI / PVC pipes. The weight of MS shell only by considered before lining and coating for arriving at the rate. The thickness of plate will be specified by the engineer. (Contractor will make his own arrangements for procuring water for testing) for: Pipe bends,branches, tail pieces, reducers etc. for upto 500mm dia pipes
---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Kg | 211.22 | 211.22 | 200.0 | False | None | None | False | None | False | 42244.0 | 0 | | 2883710 | 94312 | None | V-1, Item No 2.1.6 | Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.
Mix 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 7734.9 | 7734.9 | 3.15 | False | None | None | False | None | False | 24364.935 | 0 | | 2883711 | 94312 | None | V-1, Item No 2.2.1 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.
M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 7789.18 | 7789.18 | 29.16 | False | None | None | False | None | False | 227132.4888 | 0 | | 2883712 | 94312 | None | Common SR 2023-24 Vol-1 Pg no. 111 Addendum-1 | Formwork for Thrust Block
---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 233.68 | 233.68 | 29.16 | False | None | None | False | None | False | 6814.1088 | 0 | | 2883713 | 94312 | None | V-1, Item No 2.3.2 | Providing and laying in 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 necessary, 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.
M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 8028.72 | 8028.72 | 0.55 | False | None | None | False | None | False | 4415.796 | 0 | | 2883714 | 94312 | None | Common SR 2023-24 Vol-1 Pg no. 111 Addendum-1 | Formwork for raft
---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 240.86 | 240.86 | 0.55 | False | None | None | False | None | False | 132.473 | 0 | | 2883715 | 94312 | None | V-1, Item No 2.3.2 | Providing and laying in 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 necessary, 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.
M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 8028.72 | 8028.72 | 1.62 | False | None | None | False | None | False | 13006.5264 | 0 | | 2883716 | 94312 | None | Common SR 2023-24 Vol-1 Pg no. 111 .addendum-1 | Formwork for Walls
---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 2810.05 | 2810.05 | 1.62 | False | None | None | False | None | False | 4552.281 | 0 | | 2883717 | 94312 | None | V-1, Item No 2.3.3 | Providing and laying in 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 necessary, 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.
M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 8183.3 | 8183.3 | 0.71 | False | None | None | False | None | False | 5810.143 | 0 | | 2883718 | 94312 | None | Common SR 2023-24 Vol-1 Pg no. 111 .addendum-1 | Formwork for Slab
---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 4091.65 | 4091.65 | 0.71 | False | None | None | False | None | False | 2905.0715 | 0 | | 2883719 | 94312 | None | V-1, Item No 2.11.h | 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 ancillary operations complete as per drawing and technical specification for All other type of structures ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Tonne | 97895.16 | 97895.16 | 1.92 | False | None | None | False | None | False | 187958.7072 | 0 | | 2883720 | 94312 | None | V-5, Item No 7.3 | Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc.
---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Each | 2651.46 | 2651.46 | 2.0 | False | None | None | False | None | False | 5302.92 | 0 | | 2883721 | 94312 | None | V-5, Item No 2.35.3 | Supply and fixing of Single / Double chamber triple function tamper proof (Both the orifces to be housed in the single chamber) Air valves with Body and cover in Ductile cast iron of grade GGG 40/50. All internal parts such as float, shell with appurtenances., all cover bolts of austenitic alloy / SS 304 steel, DN 50 float of HOSTAFLON / SS 304 and gaskers and seals of EPDM. Epoxy powder coating (EP-P) inside and outside colour blue RAL5005. The valves should be designed for all the three functions i.e., 1. Large orifice for venting of large air volumes on start up. 2. Large orifice for intake of large air volumes. 3. Small orifice for discharge of pressurized air during operation. For TP Air Valves of 100mm dia. PN 10
---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Each | 45940.94 | 45940.94 | 1.0 | False | None | None | False | None | False | 45940.94 | 0 | | 2883722 | 94312 | None | V-5, Item No 2.23.3 | Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS-1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work.
(Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) For PN-10 For Suilce Valve of PN - 10.0 and 100mm
---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Each | 13485.04 | 13485.04 | 1.0 | False | None | None | False | None | False | 13485.04 | 0 | | 2883723 | 94312 | None | V-5, Item No 2.23.4 | Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS-1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work.
(Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) For PN-10 For Suilce Valve of PN10.0 and 150mm
---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Each | 21670.7 | 21670.7 | 1.0 | False | None | None | False | None | False | 21670.7 | 0 | | 2883724 | 94312 | None | V-1, Item No 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
---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Cum | 198.24 | 198.24 | 276.96 | False | None | None | False | None | False | 54904.5504 | 0 |
| | 1709367332000 | 0 | None | None | Bridges/Culverts | Electrical | 823051.86 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2883725 | 94313 | None | ELECTRIAL01 | Spun pole 11 mtr long ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Nos | 26138.18 | 26138.18 | 4.0 | False | None | None | False | None | False | 104552.72 | 0 | | 2883726 | 94313 | None | ELECTRIAL02 | Alkathene tube 19 mm dia and in coil of 30 mtr ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Coil | 610.06 | 610.06 | 4.0 | False | None | None | False | None | False | 2440.24 | 0 | | 2883727 | 94313 | None | ELECTRIAL03 | Concreting meterials for 11 mtr spun pole a) Base concreting 1000x1000x150mm ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Each | 1104.48 | 1104.48 | 4.0 | False | None | None | False | None | False | 4417.92 | 0 | | 2883728 | 94313 | None | ELECTRIAL04 | Concreting meterials for 11 mtr spun pole b) pole concreting 1000x1000x2500mm ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Each | 18417.44 | 18417.44 | 4.0 | False | None | None | False | None | False | 73669.76 | 0 | | 2883729 | 94313 | None | ELECTRIAL05 | Concreting meterials for 11 mtr spun pole c) coping 1:2:4 ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Each | 2798.96 | 2798.96 | 4.0 | False | None | None | False | None | False | 11195.84 | 0 | | 2883730 | 94313 | None | ELECTRIAL06 | Three H Frame with Transformer Seating and Seating angle support cross arm for 11 Mtr Spun Pole up to and including 250 kVA (UG Cable) - MS ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Set | 44574.5 | 44574.5 | 3.0 | False | None | None | False | None | False | 133723.5 | 0 | | 2883731 | 94313 | None | ELECTRIAL07 | 11 kV, 5 KN Polymeric Pin Insulator (24 mm Dia FRP Rod) ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Set | 241.9 | 241.9 | 12.0 | False | None | None | False | None | False | 2902.8 | 0 | | 2883732 | 94313 | None | ELECTRIAL08 | 11 kV, 45 KN Polymeric Insulator ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Set | 219.48 | 219.48 | 18.0 | False | None | None | False | None | False | 3950.64 | 0 | | 2883733 | 94313 | None | ELECTRIAL09 | Guy Set Complete with No. 15 Strain Insulator & Concreting materials ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Nos | 2080.34 | 2080.34 | 4.0 | False | None | None | False | None | False | 8321.36 | 0 | | 2883734 | 94313 | None | ELECTRIAL10 | Earthing materials pipe type for grounding (Single Electrode with accessories) ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Set | 3160.04 | 3160.04 | 10.0 | False | None | None | False | None | False | 31600.4 | 0 | | 2883735 | 94313 | None | ELECTRIAL11 | Caution/Danger Board ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Nos | 271.4 | 271.4 | 3.0 | False | None | None | False | None | False | 814.2 | 0 | | 2883736 | 94313 | None | ELECTRIAL12 | Anti Climbing Device (12 Mtr GI Barbed Wire) ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Each | 154.58 | 154.58 | 8.0 | False | None | None | False | None | False | 1236.64 | 0 | | 2883737 | 94313 | None | ELECTRIAL13 | Concreting for Guy sets without cement ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Nos | 295.0 | 295.0 | 16.0 | False | None | None | False | None | False | 4720.0 | 0 | | 2883738 | 94313 | None | ELECTRIAL14 | GI Wire 8 SWG ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Kgs | 88.55 | 88.55 | 20.0 | False | None | None | False | None | False | 1771.0 | 0 | | 2883739 | 94313 | None | ELECTRIAL15 | Guy wire 7/10 SWG ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Kgs | 91.13 | 91.13 | 40.0 | False | None | None | False | None | False | 3645.2 | 0 | | 2883740 | 94313 | None | ELECTRIAL16 | R and R of 11 kV Lightning Arrester, Metal oxide, 9 kV, 5 kA Polymeric Type with ground disconnector ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Set | 266.8 | 266.8 | 2.0 | False | None | None | False | None | False | 533.6 | 0 | | 2883741 | 94313 | None | ELECTRIAL17 | R and R of LT Protection Kit ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Nos | 798.15 | 798.15 | 2.0 | False | None | None | False | None | False | 1596.3 | 0 | | 2883742 | 94313 | None | ELECTRIAL18 | b) LT Wiring (From DTC to LT Line Through Metering Box & LT Protection Kit) SINGLE CIRCUIT ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Nos | 1119.82 | 1119.82 | 2.0 | False | None | None | False | None | False | 2239.64 | 0 | | 2883743 | 94313 | None | ELECTRIAL19 | i) Al Lead Wire - 120 Sqmm ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Mtr | 168.96 | 168.96 | 90.0 | False | None | None | False | None | False | 15206.4 | 0 | | 2883744 | 94313 | None | ELECTRIAL20 | ii) Heavy Duty Long Barrel Copper Lug - 120 Sqmm ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Nos | 165.2 | 165.2 | 24.0 | False | None | None | False | None | False | 3964.8 | 0 | | 2883745 | 94313 | None | ELECTRIAL21 | iii) PG Clamp - Rabbit to 120 Sqmm ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Nos | 322.14 | 322.14 | 8.0 | False | None | None | False | None | False | 2577.12 | 0 | | 2883746 | 94313 | None | ELECTRIAL22 | iv) Spacer for DTC Wirin ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Nos | 49.56 | 49.56 | 16.0 | False | None | None | False | None | False | 792.96 | 0 | | 2883747 | 94313 | None | ELECTRIAL23 | Fish Plate with necessary Clamps, bolts & nuts etc complete (Galvanised) ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Nos | 311.52 | 311.52 | 4.0 | False | None | None | False | None | False | 1246.08 | 0 | | 2883748 | 94313 | None | ELECTRIAL24 | R and R of LT Metering box with CTs and necessary wiring for housing ETV Meter (Please see CDS - 39) ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Nos | 1939.33 | 1939.33 | 2.0 | False | None | None | False | None | False | 3878.66 | 0 | | 2883749 | 94313 | None | ELECTRIAL25 | R and R of LT Electronic Tri-Vector Meter 5 Amps, - 0.5/1.0 Accuracy Class ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Nos | 1076.16 | 1076.16 | 2.0 | False | None | None | False | None | False | 2152.32 | 0 | | 2883750 | 94313 | None | ELECTRIAL26 | R and R of 11 kV, Solid Core Type HG Fuse Unit ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Set | 531.35 | 531.35 | 2.0 | False | None | None | False | None | False | 1062.7 | 0 | | 2883751 | 94313 | None | ELECTRIAL27 | R and R of Transformer 100 kVA BEE - 4 Star rated ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Nos | 3564.78 | 3564.78 | 2.0 | False | None | None | False | None | False | 7129.56 | 0 | | 2883752 | 94313 | None | ELECTRIAL28 | R and R of 11 kV, 200 Amps, Single Break GOS ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Set | 2475.17 | 2475.17 | 2.0 | False | None | None | False | None | False | 4950.34 | 0 | | 2883753 | 94313 | None | ELECTRIAL29 | R and R of H frame for mounting GOS ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Set | 5492.9 | 5492.9 | 2.0 | False | None | None | False | None | False | 10985.8 | 0 | | 2883754 | 94313 | None | ELECTRIAL30 | Loading and Unloading Charges of Poles ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Nos | 167.56 | 167.56 | 4.0 | False | None | None | False | None | False | 670.24 | 0 | | 2883755 | 94313 | None | ELECTRIAL31 | Loading of 100 KVA Transformer ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Nos | 503.86 | 503.86 | 1.0 | False | None | None | False | None | False | 503.86 | 0 | | 2883756 | 94313 | None | ELECTRIAL32 | Loading of 100 KVA Transformer ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Nos | 503.86 | 503.86 | 1.0 | False | None | None | False | None | False | 503.86 | 0 | | 2883757 | 94313 | None | ELECTRIAL33 | Loading of 500 KVA Transformer ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Nos | 944.0 | 944.0 | 1.0 | False | None | None | False | None | False | 944.0 | 0 | | 2883758 | 94313 | None | ELECTRIAL34 | Loading of 500 KVA Transformer ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Nos | 944.0 | 944.0 | 1.0 | False | None | None | False | None | False | 944.0 | 0 | | 2883759 | 94313 | None | ELECTRIAL35 | Rabbit ACSR conductor+ 1.5%Sag ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Km | 74219.64 | 74219.64 | 0.15 | False | None | None | False | None | False | 11132.946 | 0 | | 2883760 | 94313 | None | ELECTRIAL36 | R and R of Rabbit ACSR conductor ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Km | 9777.36 | 9777.36 | 0.25 | False | None | None | False | None | False | 2444.34 | 0 | | 2883761 | 94313 | None | ELECTRIAL37 | LT 4 Pin Cross Arm with clamps, bolts, nuts & washers ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Set | 692.66 | 692.66 | 2.0 | False | None | None | False | None | False | 1385.32 | 0 | | 2883762 | 94313 | None | ELECTRIAL38 | No. 8 Strain Insulator ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Nos | 31.86 | 31.86 | 5.0 | False | None | None | False | None | False | 159.3 | 0 | | 2883763 | 94313 | None | ELECTRIAL39 | Coyote ACSR Conductor ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Km | 173460.0 | 173460.0 | 0.15 | False | None | None | False | None | False | 26019.0 | 0 | | 2883764 | 94313 | None | ELECTRIAL40 | R and R of Coyote ACSR Conductor ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Km | 17936.0 | 17936.0 | 0.2 | False | None | None | False | None | False | 3587.2 | 0 | | 2883765 | 94313 | None | ELECTRIAL41 | Construction of platform with size stone, cement concert for erection of 250/500 kVA Transformer/Metering cubicle/Heavy Equipment. ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Per Structure | 74546.5 | 74546.5 | 4.0 | False | None | None | False | None | False | 298186.0 | 0 | | 2883766 | 94313 | None | ELECTRIAL42 | Horizontal Cross Arm with clamps, HTST Supports, bolts, nuts and washers ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Set | 1083.24 | 1083.24 | 5.0 | False | None | None | False | None | False | 5416.2 | 0 | | 2883767 | 94313 | None | ELECTRIAL43 | R and R of 11 KV Ab cable ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Km | 77943.13 | 77943.13 | 0.1 | False | None | None | False | None | False | 7794.313 | 0 | | 2883768 | 94313 | None | ELECTRIAL44 | R and R 11 kV, Horizontal Cross Arm with clamps, HTST Supports, bolts, nuts and washers ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Set | 609.82 | 609.82 | 4.0 | False | None | None | False | None | False | 2439.28 | 0 | | 2883769 | 94313 | None | ELECTRIAL45 | Releasing of Single Pole Tc Set Including Pole ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Set | 3208.3 | 3208.3 | 1.0 | False | None | None | False | None | False | 3208.3 | 0 | | 2883770 | 94313 | None | ELECTRIAL46 | Releasing of DP Tc Set Including Pole ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Set | 4885.2 | 4885.2 | 1.0 | False | None | None | False | None | False | 4885.2 | 0 | | 2883771 | 94313 | None | ELECTRIAL47 | Releasing Of RCC Pole ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work | Nos | 1850.0 | 1850.0 | 3.0 | False | None | None | False | None | False | 5550.0 | 0 |
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