| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1719834758000 | 0 | None | None | Bridges/Culverts | CONSTRUCTION OF BRIDGES AT KM 8.50 NEAR KOTHALACHINTA VILLAGE ON KOTHALACHINTA-NADANGA-VATHUMURAVANI ROAD IN SIRUGUPPA TQ, BALLARI DIST. UNDER KKRDB (CMDQ & INTREST FUND) FOR THE YEAR 2024-25 (WORK CODE BLY23256432883 & BLY232511432884). | 7962340.91 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3427563 | 121466 | None | COMMON SR 2023-24,Vol-3 Sl.No 2.11(ii),A,P.No-10 | 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. A. Cement Concrete Grade M-15 & M-20 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 189.0 | 189.0 | 9.99 | False | None | None | False | None | False | 1888.11 | 0 | | 3427564 | 121466 | None | COMMON SR 2023-24,Vol-3 Sl.No.2.5 (ii).A, P.No.9 | 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 (A) In area of light jungle (FOR 100 SQM.) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Sqm | 412.65 | 412.65 | 7.5 | False | None | None | False | None | False | 3094.875 | 0 | | 3427565 | 121466 | None | WRD SR 2023-24, Vol-4 SL.No. 8.24.2 , Pg.No.104 | Excavation and removal of silt and silt mixed with sand from canal bed
by manual means including disposing off the same in spoil bank or
on the canal embankment in layers as directed with all other ancillary
operations complete. in slussy condition ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 373.8 | 373.8 | 187.5 | False | None | None | False | None | False | 70087.5 | 0 | | 3427566 | 121466 | None | COMMON SR 2023-24, Vol-1, P.NO -8, SL.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 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 107.1 | 107.1 | 345.17 | False | None | None | False | None | False | 36967.707 | 0 | | 3427567 | 121466 | None | COMMON SR 2023-24,Vol-2 P.NO -175, SI.No -17.1 | Supplying, filling, spreading & leveling stone boulders of size range 5cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 1052.1 | 1052.1 | 8.0 | False | None | None | False | None | False | 8416.8 | 0 | | 3427568 | 121466 | None | COMMON SR 2023-24, Vol-1, SI.No.1.8, P.No - 7 | 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 andcompacting to meet the requirement complete as per specifications, includingcost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 497.9 | 497.9 | 11.24 | False | None | None | False | None | False | 5596.396 | 0 | | 3427569 | 121466 | None | COMMON SR 2023-24 Vol-1, P.NO -15, SI.No -2.1.3 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 6288.45 | 6288.45 | 28.77 | False | None | None | False | None | False | 180918.7065 | 0 | | 3427570 | 121466 | None | COMMON SR 2023-24 Vol-1, P.NO -16, SI.No -2.4.1 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 6724.2 | 6724.2 | 20.16 | False | None | None | False | None | False | 135559.872 | 0 | | 3427571 | 121466 | None | SI.No.8-head walls 8 percent volume-1 Pg No:112 | Appendix I Additionalities for Formwork, Centering & Scaffolding ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 538.0 | 538.0 | 20.16 | False | None | None | False | None | False | 10846.08 | 0 | | 3427572 | 121466 | None | COMMON SR 2023-24 Vol-1, P.NO -16, SI.No -2.4.2 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 6639.15 | 6639.15 | 10.4 | False | None | None | False | None | False | 69047.16 | 0 | | 3427573 | 121466 | None | Bridges SINo6 BoxCulvert 20percent volume1 P.no112 | Appendix I Additionalities for Formwork, Centering & Scaffolding ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 1328.0 | 1328.0 | 10.4 | False | None | None | False | None | False | 13811.2 | 0 | | 3427574 | 121466 | None | COMMON SR 2023-24 Vol-3, P.NO 130, SL No 14.8.B | Curtain wall complete as per drawing and Technical specification Cement concrete Grade M15 2507.2 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 6555.15 | 6555.15 | 14.47 | False | None | None | False | None | False | 94853.0205 | 0 | | 3427575 | 121466 | None | COMMON SR 2023-24, Vol-1, Sl.No.2.5.2, P.No 17 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 7185.15 | 7185.15 | 107.25 | False | None | None | False | None | False | 770607.3375 | 0 | | 3427576 | 121466 | None | SI.No.6 Box Culvert 20percent volume 1 P.No 112 | Appendix I Additionalities for Formwork, Centering & Scaffolding -Bridges ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 1437.0 | 1437.0 | 107.25 | False | None | None | False | None | False | 154118.25 | 0 | | 3427577 | 121466 | None | COMMON SR 2023-24, Vol-1, Sl.No.2.5.2, P.No 17 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 7185.15 | 7185.15 | 75.79 | False | None | None | False | None | False | 544562.5185 | 0 | | 3427578 | 121466 | None | SI.No.11 Earth Retaining10percen volume-1 p.no.112 | Appendix I Additionalities for Formwork, Centering & Scaffolding ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 718.52 | 718.52 | 75.79 | False | None | None | False | None | False | 54456.6308 | 0 | | 3427579 | 121466 | None | COMMON SR 2023-24 Vol-3, P.NO -123,SI.No -13.13.A | Provision of an Reinforced cement concrete crash barrier at the bridge deck & approaches to bridge structure, constructed with Reinforced 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 950 mm) as per details given IRC-5 (fig-1) (Area 0.254 m2 for 1 m length) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Mtr | 4376.4 | 4376.4 | 46.5 | False | None | None | False | None | False | 203502.6 | 0 | | 3427580 | 121466 | None | COMMON SR 2023-24 Vol-1, P.NO -18, SI.No -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. C) SUB STRUCUTURE OF BRIDGES ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Tonne | 90754.7 | 90754.7 | 7.4 | False | None | None | False | None | False | 671584.78 | 0 | | 3427581 | 121466 | None | COMMON SR 2023-24 Vol-1, P.NO -18, SI.No -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. D) SUPER STRUCTURE OF BRIDGES ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Tonne | 90990.9 | 90990.9 | 11.1 | False | None | None | False | None | False | 1009998.99 | 0 | | 3427582 | 121466 | None | COMMON SR 2023-24 Vol-3, P.NO -117, SI.No -12.4 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full
height compacted to a firm condition complete as per drawing
and Technical Specification. 710.1.4.of IRC:78 and 2200 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 2810.85 | 2810.85 | 103.95 | False | None | None | False | None | False | 292187.8575 | 0 | | 3427583 | 121466 | None | COMMON SR 2023-24 Vol-3,P.NO -117, SI.No-12.3.A | Back filling behind abutment, wing wall and return wall
complete including compaction as per drawing and Technical
Specification . A Granular material 710.1.4.of IRC:78 &2200 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 1226.4 | 1226.4 | 446.16 | False | None | None | False | None | False | 547170.624 | 0 | | 3427584 | 121466 | None | COMMON SR 2023-24,Vol-3 P.NO -121, SI.No -13.8 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification 2700 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 7151.55 | 7151.55 | 15.04 | False | None | None | False | None | False | 107559.312 | 0 | | 3427585 | 121466 | None | COMMON SR 2023-24 Vol-3, P.NO -122, SI.No -13.9 | Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) 1500, 1600, 1700 & 2704 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 12426.75 | 12426.75 | 37.6 | False | None | None | False | None | False | 467245.8 | 0 | | 3427586 | 121466 | None | COMMON SR 2023-24 Vol-3, P.NO -121, SL. No -13.2 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) 2702 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 14670.0 | 14670.0 | 5.11 | False | None | None | False | None | False | 74963.7 | 0 | | 3427587 | 121466 | None | COMMON SR 2023-24 Vol-3, P.NO -117, SI.No -12.1 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. 2706 & 2200 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Mtr | 144.9 | 144.9 | 85.0 | False | None | None | False | None | False | 12316.5 | 0 | | 3427588 | 121466 | None | COMMON SR 2023-24 Vol-3 Sl.No. 13.16, P.No 124 | Asphaltic Plug joint Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of weldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and specifications. 2600 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Mtr | 1885.0 | 1885.0 | 30.0 | False | None | None | False | None | False | 56550.0 | 0 | | 3427589 | 121466 | None | COMMON SR 2018-19 Sl.No. 14.1 , P.No 129 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40kg each complete as per drawing and Technical specification. 2503 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 2007.6 | 2007.6 | 15.21 | False | None | None | False | None | False | 30535.596 | 0 | | 3427590 | 121466 | None | COMMON SR 2018-19 Sl.No. 14.9 , P.No 130 | Flexible Apron : Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. 2507.2 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 2151.5 | 2151.5 | 38.02 | False | None | None | False | None | False | 81800.03 | 0 | | 3427591 | 121466 | None | COMMON SR 2023-24 Vol-3, P.NO -121, SI.No -13.7 | Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification 2705 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Nos | 3435.0 | 3435.0 | 4.0 | False | None | None | False | None | False | 13740.0 | 0 | | 3427592 | 121466 | None | COMMON SR 2023-24 Vol-3 Page No.123 SI.No.13.14 | Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2. 800 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Sqm | 88.2 | 88.2 | 113.92 | False | None | None | False | None | False | 10047.744 | 0 | | 3427593 | 121466 | None | COMMON SR 2023-24, Vol-3, It.No 14.5, P.No 129 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification 2504 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 3187.8 | 3187.8 | 14.4 | False | None | None | False | None | False | 45904.32 | 0 | | 3427594 | 121466 | None | COMMON SR 2023-24, Vol-3, It.No 14.4.A, P.No 129 | 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 specifications Stone/Boulder ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 2007.6 | 2007.6 | 28.8 | False | None | None | False | None | False | 57818.88 | 0 | | 3427595 | 121466 | None | COMMON SR 2023-24, Vol-3, SL.NO. 8.18, P.NO.67 | Boundary pillar / Guard Stone:- Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Each | 785.4 | 785.4 | 20.0 | False | None | None | False | None | False | 15708.0 | 0 | | 3427596 | 121466 | None | COMMON SR 2023-24, Vol-3 Sl.No. 8.7 ,P.No - 65 | Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60cm, 60 cm below ground level as per approved drawing ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Sqm | 9460.5 | 9460.5 | 0.9 | False | None | None | False | None | False | 8514.45 | 0 | | 3427597 | 121466 | None | COMMON SR 2023-24,Vol-3 Sl.No.16.15.C, P.No -146 | 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. 750mm dia ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Mtr | 3502.0 | 3502.0 | 15.0 | False | None | None | False | None | False | 52530.0 | 0 | | 3427598 | 121466 | None | COMMON SR 2023-24, Vol-1, SI.No.1.8, P.No - 7 | 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 andcompacting to meet the requirement complete as per specifications, includingcost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 497.7 | 497.7 | 135.0 | False | None | None | False | None | False | 67189.5 | 0 | | 3427599 | 121466 | None | COMMON SR 2023-24, Vol-1, P.NO -8, SL. 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 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 107.1 | 107.1 | 151.2 | False | None | None | False | None | False | 16193.52 | 0 | | 3427600 | 121466 | None | COMMON SR 2023-24,Vol-3, Sl.No. 3.6 ,P.No -17 | Construction of Subgrade and Earthen Shoulders 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. 300-2 305 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 517.65 | 517.65 | 576.1 | False | None | None | False | None | False | 298218.165 | 0 | | 3427601 | 121466 | None | COMMON SR 2023-24, Vol-3 Sl.No.4.1.A.(v) ,P.No.23 | Granular Sub-Base
A Plant Mix Method 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 (v) For Grading -V Material ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 2611.4 | 2611.4 | 165.9 | False | None | None | False | None | False | 433231.26 | 0 | | 3427602 | 121466 | None | COMMON SR 2023-24, Vol-3 Sl.No.4.17 ,P.No - 26 | 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 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 2687.0 | 2687.0 | 210.74 | False | None | None | False | None | False | 566258.38 | 0 | | 3427603 | 121466 | None | COMMON SR 2023-24,Vol-3 Sl.No.5.1.A.(i),P.No-31 | Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade Bitumen Emulsion on Prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70kg per m2 using mechanical means. 502 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Sqm | 43.1 | 43.1 | 920.5 | False | None | None | False | None | False | 39673.55 | 0 | | 3427604 | 121466 | None | COMMON SR 2023-24, Vol-3, Sl.No.5.3.(i), P.No-31 | Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Sqm | 12.6 | 12.6 | 920.5 | False | None | None | False | None | False | 11598.3 | 0 | | 3427605 | 121466 | None | COMMON SR 2023-24,Vol-3 Sl.No.5.8 -ii (C),P.No.30 | Bituminous Macadam Grading-II for traffic Less than 20 MSA Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4PERCENT by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 8044.1 | 8044.1 | 46.02 | False | None | None | False | None | False | 370189.482 | 0 | | 3427606 | 121466 | None | COMMON SR 2023-24, Vol-3 Sl.No. 5.31, P.No - 43 | Semi Dense Bituminous Concrete Providing and laying Semi Dense Bituminous Concrete with40/60 TPH capacity hot mix plant batch type using crushedaggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. IRC-37: 2018 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 10659.6 | 10659.6 | 23.01 | False | None | None | False | None | False | 245277.396 | 0 |
| | 1719834758000 | 0 | None | None | Bridges/Culverts | CONSTRUCTION OF BRIDGE AT KM 11.48 NEAR MITTESUGURU VILLAGE ON KOTHALACHINTA-NADANGA-VATHUMURAVANI ROAD IN SIRUGUPPA TQ, BALLARI DIST. UNDER KKRDB (CMDQ & INTREST FUND) FOR THE YEAR 2024-25 (WORK CODE BLY23256432883 & BLY232511432884). | 9498540.39 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3427607 | 121467 | None | COMMON SR 2023-24,Vol-3 Sl.No.2.8(ii), A ,P.No.10 | 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. A. Cement Concrete Grade M-15 & M-20 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 754.95 | 754.95 | 29.4 | False | None | None | False | None | False | 22195.53 | 0 | | 3427608 | 121467 | None | COMMON SR 2023-24,Vol-3 Sl.No.2.11(ii), A ,P.No.10 | 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. A. Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 189.0 | 189.0 | 15.12 | False | None | None | False | None | False | 2857.68 | 0 | | 3427609 | 121467 | None | COMMON SR 2023-24,Vol-3 Sl.No.2.5(ii).A, P.No.9 | 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 (A) In area of light jungle (for 100 sqm.) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Sqm | 412.65 | 412.65 | 22.0 | False | None | None | False | None | False | 9078.3 | 0 | | 3427610 | 121467 | None | WRD SR 2023-24, Vol-4 SL.No. 8.24.2 , Pg.No.104 | Excavation and removal of silt and silt mixed with sand from canal bed
by manual means including disposing off the same in spoil bank or
on the canal embankment in layers as directed with all other ancillary
operations complete. in slussy condition ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 373.8 | 373.8 | 660.0 | False | None | None | False | None | False | 246708.0 | 0 | | 3427611 | 121467 | None | COMMON SR 2023-24, Vol-1,P.NO -8,SL. 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 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 107.1 | 107.1 | 361.84 | False | None | None | False | None | False | 38753.064 | 0 | | 3427612 | 121467 | None | COMMON SR 2023-24,Vol-2 P.NO -175, SI.No -17.1 | Supplying, filling, spreading & leveling stone boulders of size range 5cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 1052.1 | 1052.1 | 16.08 | False | None | None | False | None | False | 16917.768 | 0 | | 3427613 | 121467 | None | COMMON SR 2023-24, Vol-1, SI.No.1.8, P.No - 7 | 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 andcompacting to meet the requirement complete as per specifications, includingcost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 497.7 | 497.7 | 19.5 | False | None | None | False | None | False | 9705.15 | 0 | | 3427614 | 121467 | None | COMMON SR 2023-24 Vol-1, P.NO -15, SI.No -2.1.3 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 6288.45 | 6288.45 | 35.97 | False | None | None | False | None | False | 226195.5465 | 0 | | 3427615 | 121467 | None | COMMON SR 2023-24 Vol-1, P.NO -16, SI.No -2.4.1) | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 6724.2 | 6724.2 | 12.6 | False | None | None | False | None | False | 84724.92 | 0 | | 3427616 | 121467 | None | SI.No.8 headwalls 8percent volume-1 Pg No:112 | Appendix I Additionalities for Formwork, Centering & Scaffolding ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 538.0 | 538.0 | 12.6 | False | None | None | False | None | False | 6778.8 | 0 | | 3427617 | 121467 | None | COMMON SR 2023-24 Vol-1, P.NO -16, SI.No -2.4.2 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 6639.15 | 6639.15 | 18.4 | False | None | None | False | None | False | 122160.36 | 0 | | 3427618 | 121467 | None | Bridges-SI.No.6-BoxCulvert 20prcnt vol-1 Pg.No.112 | Appendix I Additionalities for Formwork, Centering & Scaffolding ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 1328.0 | 1328.0 | 18.4 | False | None | None | False | None | False | 24435.2 | 0 | | 3427619 | 121467 | None | COMMON SR 2023-24 Vol-3, P.NO -130, SL No -14.8.B | Curtain wall complete as per drawing and Technical specification Cement concrete Grade M15 2507.2 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 6555.15 | 6555.15 | 25.63 | False | None | None | False | None | False | 168008.4945 | 0 | | 3427620 | 121467 | None | COMMON SR 2023-24, Vol-1, Sl.No.2.5.2, P.No 17 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 7185.15 | 7185.15 | 178.15 | False | None | None | False | None | False | 1280034.4725 | 0 | | 3427621 | 121467 | None | Bridges-SI.No.6-Box Culvert 20prcnt vol-1 P.No:113 | Appendix I Additionalities for Formwork, Centering & Scaffolding ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 1437.0 | 1437.0 | 178.15 | False | None | None | False | None | False | 256001.55 | 0 | | 3427622 | 121467 | None | COMMON SR 2023-24, Vol-1, Sl.No.2.5.2, P.No 17 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 7185.15 | 7185.15 | 71.32 | False | None | None | False | None | False | 512444.898 | 0 | | 3427623 | 121467 | None | SI.No.11- Earth Retain Str.10prcnt vol-1 p.no.112 | Appendix I Additionalities for Formwork, Centering & Scaffolding ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 719.0 | 719.0 | 71.32 | False | None | None | False | None | False | 51279.08 | 0 | | 3427624 | 121467 | None | COMMON SR 2023-24 Vol-3, P.NO -123, SI.No -13.13.A | Provision of an Reinforced cement concrete crash barrier at the bridge deck & approaches to bridge structure, constructed with Reinforced 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 950 mm) as per details given IRC-5 (fig-1) (Area 0.254 m2 for 1 m length) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Mtr | 4376.4 | 4376.4 | 47.2 | False | None | None | False | None | False | 206566.08 | 0 | | 3427625 | 121467 | None | COMMON SR 2023-24 Vol-1, P.NO -18, SI.No -2.11 | 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. c. Sub structure of Bridges ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Tonne | 90754.7 | 90754.7 | 10.1 | False | None | None | False | None | False | 916622.47 | 0 | | 3427626 | 121467 | None | COMMON SR 2023-24 Vol-1, P.NO -18, SI.No -2.11 | 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.d. Super structure of Bridges ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Tonne | 90999.9 | 90999.9 | 15.2 | False | None | None | False | None | False | 1383198.48 | 0 | | 3427627 | 121467 | None | COMMON SR 2023-24 Vol-3, P.NO -117, SI.No -12.4 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. 710.1.4.of IRC:78 and 2200 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 2810.85 | 2810.85 | 89.13 | False | None | None | False | None | False | 250531.0605 | 0 | | 3427628 | 121467 | None | COMMON SR 2023-24 Vol-3, P.NO -117, SI.No -12.3.A | Back filling behind abutment, wing wall and return wall
complete including compaction as per drawing and Technical
Specification . A Granular material 710.1.4.of IRC:78 &2200 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 1226.4 | 1226.4 | 298.96 | False | None | None | False | None | False | 366644.544 | 0 | | 3427629 | 121467 | None | COMMON SR 2023-24,Vol-3 P.NO -121, SI.No -13.8 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification 2700 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 7151.55 | 7151.55 | 9.4 | False | None | None | False | None | False | 67224.57 | 0 | | 3427630 | 121467 | None | COMMON SR 2023-24 Vol-3, P.NO -122, SI.No -13.9 | Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) 1500, 1600, 1700 & 2704 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 12426.75 | 12426.75 | 23.5 | False | None | None | False | None | False | 292028.625 | 0 | | 3427631 | 121467 | None | COMMON SR 2023-24 Vol-3, P.NO -121, SL. No -13.2 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) 2702 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 14670.0 | 14670.0 | 9.59 | False | None | None | False | None | False | 140685.3 | 0 | | 3427632 | 121467 | None | COMMON SR 2023-24 Vol-3, P.NO -117, SI.No -12.1 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. 2706 & 2200 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Mtr | 144.9 | 144.9 | 100.0 | False | None | None | False | None | False | 14490.0 | 0 | | 3427633 | 121467 | None | COMMON SR 2023-24 Vol-3 Sl.No. 13.16, P.No 124 | Asphaltic Plug joint Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of weldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and specifications. 2600 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Mtr | 1885.0 | 1885.0 | 40.0 | False | None | None | False | None | False | 75400.0 | 0 | | 3427634 | 121467 | None | COMMON SR 2018-19 Sl.No. 14.1 , P.No 129 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40kg each complete as per drawing and Technical specification. 2503 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 2007.6 | 2007.6 | 26.64 | False | None | None | False | None | False | 53482.464 | 0 | | 3427635 | 121467 | None | COMMON SR 2018-19 Sl.No. 14.9 , P.No 130 | Flexible Apron : Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. 2507.2 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 2151.5 | 2151.5 | 66.6 | False | None | None | False | None | False | 143289.9 | 0 | | 3427636 | 121467 | None | COMMON SR 2023-24 Vol-3, P.NO -121, SI.No -13.7 | Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification 2705 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Nos | 3435.0 | 3435.0 | 8.0 | False | None | None | False | None | False | 27480.0 | 0 | | 3427637 | 121467 | None | COMMON SR 2023-24 Vol-3 Page No.123 SI.No.13.14 | Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2. 800 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Sqm | 88.2 | 88.2 | 115.64 | False | None | None | False | None | False | 10199.448 | 0 | | 3427638 | 121467 | None | COMMON SR 2023-24, Vol-3, It.No 14.5, P.No 129 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification 2504 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 3187.8 | 3187.8 | 9.0 | False | None | None | False | None | False | 28690.2 | 0 | | 3427639 | 121467 | None | COMMON SR 2023-24, Vol-3, It.No 14.4.A, P.No 129 | 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 specifications Stone/Boulder ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 2007.6 | 2007.6 | 18.0 | False | None | None | False | None | False | 36136.8 | 0 | | 3427640 | 121467 | None | COMMON SR 2023-24, Vol-3, SL.NO. 8.18, P.NO.67 | Boundary pillar / Guard Stone:- Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Each | 785.4 | 785.4 | 20.0 | False | None | None | False | None | False | 15708.0 | 0 | | 3427641 | 121467 | None | COMMON SR 2023-24, Vol-3 Sl.No. 8.7 ,P.No - 65 | Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60cm, 60 cm below ground level as per approved drawing ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Sqm | 9460.5 | 9460.5 | 0.9 | False | None | None | False | None | False | 8514.45 | 0 | | 3427642 | 121467 | None | COMMON SR 2023-24, Vol-3 Sl.No. 16.15.C,P.No-146 | 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. 750mm dia ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Mtr | 3502.0 | 3502.0 | 15.0 | False | None | None | False | None | False | 52530.0 | 0 | | 3427643 | 121467 | None | COMMON SR 2023-24, Vol-1, SI.No.1.8, P.No - 7 | 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 andcompacting to meet the requirement complete as per specifications, includingcost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 497.7 | 497.7 | 135.0 | False | None | None | False | None | False | 67189.5 | 0 | | 3427644 | 121467 | None | COMMON SR 2023-24, Vol-1, P.NO -8, SL. 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 3m ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 107.1 | 107.1 | 172.8 | False | None | None | False | None | False | 18506.88 | 0 | | 3427645 | 121467 | None | COMMON SR 2023-24,Vol-3, Sl.No. 3.6 ,P.No -17 | Construction of Subgrade and Earthen Shoulders 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. 300-2 305 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 517.65 | 517.65 | 658.4 | False | None | None | False | None | False | 340820.76 | 0 | | 3427646 | 121467 | None | COMMON SR 2023-24,Vol-3 Sl.No.4.1.A.(v),P.No-23 | Granular Sub-Base
A Plant Mix Method 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 (v) For Grading -V Material ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 2611.4 | 2611.4 | 189.6 | False | None | None | False | None | False | 495121.44 | 0 | | 3427647 | 121467 | None | COMMON SR 2023-24, Vol-3 Sl.No.4.17 ,P.No - 26 | 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 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 2687.0 | 2687.0 | 240.84 | False | None | None | False | None | False | 647137.08 | 0 | | 3427648 | 121467 | None | COMMON SR 2023-24, Vol-3 Sl.No.5.1.A.(i),P.No-31 | Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade Bitumen Emulsion on Prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70kg per m2 using mechanical means. 502 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Sqm | 43.1 | 43.1 | 1052.0 | False | None | None | False | None | False | 45341.2 | 0 | | 3427649 | 121467 | None | COMMON SR 2023-24, Vol-3, Sl.No.5.3.(i), P.No - 31 | Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Sqm | 12.6 | 12.6 | 1052.0 | False | None | None | False | None | False | 13255.2 | 0 | | 3427650 | 121467 | None | COMMON SR 2023-24,Vol-3 Sl.No.5.8 -ii(C) ,P.No.30 | Bituminous Macadam Grading - II for traffic less than 20 MSA Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 8044.1 | 8044.1 | 52.6 | False | None | None | False | None | False | 423119.66 | 0 | | 3427651 | 121467 | None | COMMON SR 2023-24, Vol-3 Sl.No. 5.31, P.No - 43 | Semi Dense Bituminous Concrete Providing and laying Semi Dense Bituminous Concrete with40/60 TPH capacity hot mix plant batch type using crushedaggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. IRC-37: 2018 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 10659.6 | 10659.6 | 26.3 | False | None | None | False | None | False | 280347.48 | 0 |
| | 1719834758000 | 0 | None | None | Bridges/Culverts | CONSTRUCTION OF BRIDGE AT KM 12.10 NEAR MITTESUGURU VILLAGE ON KOTHALACHINTA-NADANGA-VATHUMURAVANI ROAD IN SIRUGUPPA TQ, BALLARI DIST. UNDER KKRDB (CMDQ & INTREST FUND) FOR THE YEAR 2024-25 (WORK CODE BLY23256432883 & BLY232511432884). | 13062234.39 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3427652 | 121468 | None | COMMON SR 2023-24, Vol-3 Sl.No.2.8(ii),A,P.No.10 | 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. A. Cement Concrete Grade M-15 & M-20 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 754.95 | 754.95 | 31.5 | False | None | None | False | None | False | 23780.925 | 0 | | 3427653 | 121468 | None | COMMON SR 2023-24,Vol-3 Sl.No.2.11(ii), A ,P.no.10 | 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. A. Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 189.0 | 189.0 | 9.45 | False | None | None | False | None | False | 1786.05 | 0 | | 3427654 | 121468 | None | COMMON SR 2023-24, Vol-3 Sl.No. 2.5 (ii).A, P.No-9 | 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 (A) In area of light jungle. For 100 Sqm. ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Sqm | 412.65 | 412.65 | 33.0 | False | None | None | False | None | False | 13617.45 | 0 | | 3427655 | 121468 | None | WRD SR 2023-24, Vol-4 SL.No. 8.24.2 , Pg.No.104 | Excavation and removal of silt and silt mixed with sand from canal bed
by manual means including disposing off the same in spoil bank or
on the canal embankment in layers as directed with all other ancillary
operations complete. in slussy condition ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 373.8 | 373.8 | 770.0 | False | None | None | False | None | False | 287826.0 | 0 | | 3427656 | 121468 | None | COMMON SR 2023-24, Vol-1, P.NO -8, SL. 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 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 107.1 | 107.1 | 587.38 | False | None | None | False | None | False | 62908.398 | 0 | | 3427657 | 121468 | None | COMMON SR 2023-24,Vol-2 P.NO -175, SI.No -17.1 | Supplying, filling, spreading & leveling stone boulders of size range 5cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 1052.1 | 1052.1 | 30.8 | False | None | None | False | None | False | 32404.68 | 0 | | 3427658 | 121468 | None | COMMON SR 2023-24, Vol-1, SI.No.1.8, P.No - 7) | 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 andcompacting to meet the requirement complete as per specifications, includingcost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 497.7 | 497.7 | 25.16 | False | None | None | False | None | False | 12522.132 | 0 | | 3427659 | 121468 | None | COMMON SR 2023-24 Vol-1, P.NO -15, SI.No -2.1.3 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 6288.45 | 6288.45 | 52.19 | False | None | None | False | None | False | 328194.2055 | 0 | | 3427660 | 121468 | None | COMMON SR 2023-24 Vol-1, P.NO -16, SI.No -2.4.1 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 6724.2 | 6724.2 | 25.2 | False | None | None | False | None | False | 169449.84 | 0 | | 3427661 | 121468 | None | SI.No.8-head walls 8percent vol-1 Pg No:112 | Appendix I Additionalities for Formwork, Centering & Scaffolding ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 538.0 | 538.0 | 25.2 | False | None | None | False | None | False | 13557.6 | 0 | | 3427662 | 121468 | None | COMMON SR 2023-24 Vol-1, P.NO -16, SI.No -2.4.2 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 6639.15 | 6639.15 | 23.88 | False | None | None | False | None | False | 158542.902 | 0 | | 3427663 | 121468 | None | Bridges-SI.No.6-BoxCulvert 20prcnt vol-1 Pg No:113 | Appendix I Additionalities for Formwork, Centering & Scaffolding ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 1328.0 | 1328.0 | 23.88 | False | None | None | False | None | False | 31712.64 | 0 | | 3427664 | 121468 | None | COMMON SR 2023-24 Vol-3,P.NO-130, SL No-14.8.B | Curtain wall complete as per drawing and Technical specification Cement concrete Grade M15 2507.2 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 6555.15 | 6555.15 | 33.26 | False | None | None | False | None | False | 218024.289 | 0 | | 3427665 | 121468 | None | COMMON SR 2023-24, Vol-1, Sl.No.2.5.2, P.No 17) | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 7185.15 | 7185.15 | 226.8 | False | None | None | False | None | False | 1629592.02 | 0 | | 3427666 | 121468 | None | Bridges-SI.No.6,BoxCulvert 20prcnt vol-1 Pg.No:113 | Appendix I Additionalities for Formwork, Centering & Scaffolding ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 1437.0 | 1437.0 | 226.8 | False | None | None | False | None | False | 325911.6 | 0 | | 3427667 | 121468 | None | COMMON SR 2023-24, Vol-1, Sl.No.2.5.2, P.No 17 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 7185.15 | 7185.15 | 149.98 | False | None | None | False | None | False | 1077628.797 | 0 | | 3427668 | 121468 | None | SI.No.11-Earth Retain str.10percent vol-1 p.no.112 | Appendix I Additionalities for Formwork, Centering & Scaffolding ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 719.0 | 719.0 | 149.98 | False | None | None | False | None | False | 107835.62 | 0 | | 3427669 | 121468 | None | COMMON SR 2023-24 Vol-3, P.NO -123, SI.No -13.13.A | Provision of an Reinforced cement concrete crash barrier at the bridge deck & approaches to bridge structure, constructed with Reinforced 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 950 mm) as per details given IRC-5 (fig-1) (Area 0.254 m2 for 1 m length) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Mtr | 4376.4 | 4376.4 | 75.9 | False | None | None | False | None | False | 332168.76 | 0 | | 3427670 | 121468 | None | COMMON SR 2023-24 Vol-1, P.NO -18, SI.No -2.11 | 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 c. Sub structure of Bridges ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Tonne | 90754.7 | 90754.7 | 13.9 | False | None | None | False | None | False | 1261490.33 | 0 | | 3427671 | 121468 | None | COMMON SR 2023-24 Vol-1, P.NO -18, SI.No -2.11 | 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.d. Super structure of Bridges ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Tonne | 90990.9 | 90990.9 | 20.9 | False | None | None | False | None | False | 1901709.81 | 0 | | 3427672 | 121468 | None | COMMON SR 2023-24 Vol-3, P.NO -117, SI.No -12.4 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full
height compacted to a firm condition complete as per drawing
and Technical Specification. 710.1.4.of IRC:78 and 2200 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Tonne | 2810.85 | 2810.85 | 137.49 | False | None | None | False | None | False | 386463.7665 | 0 | | 3427673 | 121468 | None | COMMON SR 2023-24 Vol-3, P.NO -117, SI.No -12.3.A | Back filling behind abutment, wing wall and return wall
complete including compaction as per drawing and Technical
Specification . A Granular material 710.1.4.of IRC:78 &2200 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 1226.4 | 1226.4 | 638.69 | False | None | None | False | None | False | 783289.416 | 0 | | 3427674 | 121468 | None | COMMON SR 2023-24,Vol-3 P.NO -121, SI.No -13.8 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification 2700 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 7151.55 | 7151.55 | 18.8 | False | None | None | False | None | False | 134449.14 | 0 | | 3427675 | 121468 | None | COMMON SR 2023-24 Vol-3, P.NO -122, SI.No -13.9 | Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) 1500, 1600, 1700 & 2704 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 12426.75 | 12426.75 | 47.0 | False | None | None | False | None | False | 584057.25 | 0 | | 3427676 | 121468 | None | COMMON SR 2023-24 Vol-3, P.NO -121, SL. No -13.2 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) 2702 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 14670.0 | 14670.0 | 12.65 | False | None | None | False | None | False | 185575.5 | 0 | | 3427677 | 121468 | None | COMMON SR 2023-24 Vol-3, P.NO -117, SI.No -12.1 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. 2706 & 2200 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Mtr | 144.9 | 144.9 | 115.0 | False | None | None | False | None | False | 16663.5 | 0 | | 3427678 | 121468 | None | COMMON SR 2023-24 Vol-3 Sl.No. 13.16, P.No 124 | Asphaltic Plug joint Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of weldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and specifications. 2600 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Mtr | 1885.0 | 1885.0 | 50.0 | False | None | None | False | None | False | 94250.0 | 0 | | 3427679 | 121468 | None | COMMON SR 2018-19 Sl.No. 14.1 , P.No 129 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40kg each complete as per drawing and Technical specification. 2503 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 2007.6 | 2007.6 | 34.47 | False | None | None | False | None | False | 69201.972 | 0 | | 3427680 | 121468 | None | COMMON SR 2018-19 Sl.No. 14.9 , P.No 130 | Flexible Apron : Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. 2507.2 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 2151.5 | 2151.5 | 86.18 | False | None | None | False | None | False | 185416.27 | 0 | | 3427681 | 121468 | None | COMMON SR 2023-24 Vol-3, P.NO -121, SI.No -13.7 | Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification 2705 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Nos | 3435.0 | 3435.0 | 8.0 | False | None | None | False | None | False | 27480.0 | 0 | | 3427682 | 121468 | None | COMMON SR 2023-24 Vol-3 Page No.123 SI.No.13.14 | Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2. 800 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Sqm | 88.2 | 88.2 | 185.96 | False | None | None | False | None | False | 16401.672 | 0 | | 3427683 | 121468 | None | COMMON SR 2023-24, Vol-3, It.No 14.5, P.No 129 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification 2504 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 3187.8 | 3187.8 | 18.0 | False | None | None | False | None | False | 57380.4 | 0 | | 3427684 | 121468 | None | COMMON SR 2023-24, Vol-3, It.No 14.4.A, P.No 129 | 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 specifications Stone/Boulder ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 2007.6 | 2007.6 | 36.0 | False | None | None | False | None | False | 72273.6 | 0 | | 3427685 | 121468 | None | COMMON SR 2023-24, Vol-3, SL.NO. 8.18, P.NO.67 | Boundary pillar / Guard Stone:- Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Each | 785.4 | 785.4 | 28.0 | False | None | None | False | None | False | 21991.2 | 0 | | 3427686 | 121468 | None | COMMON SR 2023-24, Vol-3 Sl.No. 8.7 ,P.No - 65 | Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60cm, 60 cm below ground level as per approved drawing ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Sqm | 9460.5 | 9460.5 | 0.9 | False | None | None | False | None | False | 8514.45 | 0 | | 3427687 | 121468 | None | COMMON SR 2023-24, Vol-3 Sl.No.16.15.C,P.No-146 | 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. 750mm dia ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Mtr | 3502.0 | 3502.0 | 15.0 | False | None | None | False | None | False | 52530.0 | 0 | | 3427688 | 121468 | None | COMMON SR 2023-24, Vol-1, SI.No.1.8, P.No - 7 | 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 andcompacting to meet the requirement complete as per specifications, includingcost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 497.7 | 497.7 | 225.0 | False | None | None | False | None | False | 111982.5 | 0 | | 3427689 | 121468 | None | COMMON SR 2023-24, Vol-1, P.NO -8, SL. 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 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 107.1 | 107.1 | 172.8 | False | None | None | False | None | False | 18506.88 | 0 | | 3427690 | 121468 | None | COMMON SR 2023-24,Vol-3, Sl.No. 3.6 ,P.No -17 | Construction of Subgrade and Earthen Shoulders 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. 300-2 305 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 517.65 | 517.65 | 658.4 | False | None | None | False | None | False | 340820.76 | 0 | | 3427691 | 121468 | None | COMMON SR 2023-24,Vol-3 Sl.No.4.1.A.(v),P.No- | Granular Sub-Base
A Plant Mix Method 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 (v) For Grading V Material ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 2611.4 | 2611.4 | 189.6 | False | None | None | False | None | False | 495121.44 | 0 | | 3427692 | 121468 | None | COMMON SR 2023-24, Vol-3 Sl.No.4.17 ,P.No - 26 | 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 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 2687.0 | 2687.0 | 240.84 | False | None | None | False | None | False | 647137.08 | 0 | | 3427693 | 121468 | None | COMMON SR 2023-24, Vol-3 Sl.No.5.1.A.(i), P.No-31 | Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade Bitumen Emulsion on Prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70kg per m2 using mechanical means. 502 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Sqm | 43.1 | 43.1 | 1052.0 | False | None | None | False | None | False | 45341.2 | 0 | | 3427694 | 121468 | None | COMMON SR 2023-24, Vol-3, Sl.No.5.3.(i), P.No - 31 | Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Sqm | 12.6 | 12.6 | 1052.0 | False | None | None | False | None | False | 13255.2 | 0 | | 3427695 | 121468 | None | COMMON SR 2023-24,Vol-3 Sl.No.5.8 -ii(C) ,P.No-30 | Bituminous Macadam Grading - II for traffic less than 20 MSA Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 8044.1 | 8044.1 | 52.6 | False | None | None | False | None | False | 423119.66 | 0 | | 3427696 | 121468 | None | COMMON SR 2023-24, Vol-3 Sl.No. 5.31, P.No - 43 | Semi Dense Bituminous Concrete Providing and laying Semi Dense Bituminous Concrete with40/60 TPH capacity hot mix plant batch type using crushedaggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. IRC-37: 2018 ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 10659.6 | 10659.6 | 26.3 | False | None | None | False | None | False | 280347.48 | 0 |
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