| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1710326571000 | 1 | None | None | Bridges/Culverts | CONSTRUCTION OF BRIDGE AT SH-SN29 - UJJINI (SH 45 TO THUMARGUDDI ROAD VIA SUNKADKALLU, NAGALAPURA, KUDLIGI, SOVENHALLI, VADERHALLI, CHORNUR) KM 1.25 IN KUDLIGI TALUK, VIJAYANAGARA DISTRICT. | 15332843.66 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3040096 | 102672 | None | CSR 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 (CSR 2023-24, Vol-3 Sl.No. 2.8 (ii), A ,P.No - 10) | Cum | 754.95 | 754.95 | 61.88 | False | None | None | False | None | False | 46716.306 | 0 | | 3040097 | 102672 | None | CSR 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 (CSR 2023-24, Vol-3 Sl.No. 2.11 (ii), A ,P.No - 10) | Cum | 189.0 | 189.0 | 37.12 | False | None | None | False | None | False | 7015.68 | 0 | | 3040098 | 102672 | None | CSR 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 (CSR 2023-24, Vol-3 Sl.No. 2.5 (ii).A, P.No - 9) | 100 Sqm | 412.65 | 412.65 | 63.0 | False | None | None | False | None | False | 25996.95 | 0 | | 3040099 | 102672 | 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 . (WRD SR 2023-24, Vol-4 SL.No. 8.24.2 , Pg.No.104)
| Cum | 373.8 | 373.8 | 3780.0 | False | None | None | False | None | False | 1412964.0 | 0 | | 3040100 | 102672 | None | CSR 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 (CSR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1) | Cum | 107.1 | 107.1 | 895.53 | False | None | None | False | None | False | 95911.263 | 0 | | 3040101 | 102672 | None | CSR 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.(CSR 2023-24,Vol-2 P.NO -175, SI.No -17.1) | Cum | 1052.1 | 1052.1 | 54.45 | False | None | None | False | None | False | 57286.845 | 0 | | 3040102 | 102672 | None | CSR 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. (CSR 2023-24, Vol-1, SI.No.1.8, P.No - 7) | Cum | 497.7 | 497.7 | 45.79 | False | None | None | False | None | False | 22789.683 | 0 | | 3040103 | 102672 | None | CSR 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 (CSR 2023-24 Vol-1, P.NO -15, SI.No -2.1.3) | Cum | 6288.45 | 6288.45 | 93.59 | False | None | None | False | None | False | 588536.0355 | 0 | | 3040104 | 102672 | None | CSR 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 (CSR 2023-24 Vol-1, P.NO -16, SI.No -2.4.1) | Cum | 6724.2 | 6724.2 | 264.6 | False | None | None | False | None | False | 1779223.32 | 0 | | 3040105 | 102672 | None | CSR 2023-24 Vol-1, P.NO -16, SI.No -2.4.1 | Appendix I Additionalities for Formwork, Centering and Scaffolding -SI.No.8-head walls 8 percent (volume-1 Pg No:112) For Toe Walls | Cum | 142338.0 | 142338.0 | 1.0 | False | None | None | False | None | False | 142338.0 | 0 | | 3040106 | 102672 | None | CSR 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 (CSR 2023-24 Vol-1, P.NO -16, SI.No -2.4.2) | Cum | 6639.15 | 6639.15 | 35.45 | False | None | None | False | None | False | 235357.8675 | 0 | | 3040107 | 102672 | None | CSR 2023-24 Vol-1, P.NO -16, SI.No -2.4.2 | Appendix I Additionalities for Formwork, Centering & Scaffolding -Bridges-SI.No.6-Box Culvert 20% (volume-1 Pg No:112) For Depth of Key Slab | Cum | 47040.0 | 47040.0 | 1.0 | False | None | None | False | None | False | 47040.0 | 0 | | 3040108 | 102672 | None | CSR 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 (CSR 2023-24 Vol-3, P.NO -130, SL No -14.8.B) | Cum | 6555.15 | 6555.15 | 49.5 | False | None | None | False | None | False | 324479.925 | 0 | | 3040109 | 102672 | None | CSR 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 (CSR 2023-24, Vol-1, Sl.No.2.5.2, P.No 17) | Cum | 7185.15 | 7185.15 | 327.7 | False | None | None | False | None | False | 2354573.655 | 0 | | 3040110 | 102672 | None | CSR 2023-24, Vol-1, Sl.No.2.5.2, P.No 17 | Appendix I Additionalities for Formwork, Centering & Scaffolding -Bridges-SI.No.6-Box Culvert 20% ((volume-1 Pg No:112) | Cum | 470915.0 | 470915.0 | 1.0 | False | None | None | False | None | False | 470915.0 | 0 | | 3040111 | 102672 | None | CSR 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 (CSR 2023-24, Vol-1, Sl.No.2.5.2, P.No 17) | Cum | 7185.15 | 7185.15 | 52.5 | False | None | None | False | None | False | 377220.375 | 0 | | 3040112 | 102672 | None | CSR 2023-24, Vol-1, Sl.No.2.5.2, P.No 17 | Appendix I Additionalities for Formwork, Centering & Scaffolding -SI.No.11- Earth Retaining structures 10 PERCENT (volume-1 Pg No:112) For Retaining Wall | Cum | 37722.0 | 37722.0 | 1.0 | False | None | None | False | None | False | 37722.0 | 0 | | 3040113 | 102672 | None | CSR 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) (CSR 2023-24 Vol-3, P.NO -123, SI.No -13.13.A) | m | 4376.4 | 4376.4 | 74.4 | False | None | None | False | None | False | 325604.16 | 0 | | 3040114 | 102672 | None | CSR 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. (CSR 2023-24 Vol-1, P.NO -18, SI.No -2.11) c. Sub structure of Bridges
| t | 90754.65 | 90754.65 | 18.39 | False | None | None | False | None | False | 1668978.0135 | 0 | | 3040115 | 102672 | None | CSR 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. (CSR 2023-24 Vol-1, P.NO -18, SI.No -2.11) d. Super structure of Bridges | t | 90990.9 | 90990.9 | 22.64 | False | None | None | False | None | False | 2060033.976 | 0 | | 3040116 | 102672 | None | CSR 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 (CSR 2023-24 Vol-3, P.NO -117, SI.No -12.4) | Cum | 2810.85 | 2810.85 | 45.87 | False | None | None | False | None | False | 128933.6895 | 0 | | 3040117 | 102672 | None | CSR 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 (CSR 2023-24 Vol-3, P.NO -117, SI.No -12.3.A) | Cum | 1226.4 | 1226.4 | 151.54 | False | None | None | False | None | False | 185848.656 | 0 | | 3040118 | 102672 | None | CSR 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 (CSR 2023-24, Vol-3 Sl.No.4.1.A.(v) ,P.No - 23) | Cum | 2611.35 | 2611.35 | 14.1 | False | None | None | False | None | False | 36820.035 | 0 | | 3040119 | 102672 | None | CSR 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 (CSR 2023-24,Vol-3 P.NO -121, SI.No -13.8) | COMBINATION PACK OF 1 x 750ML & 1 x 250ML WITH SPIKE | 7151.55 | 7151.55 | 9.4 | False | None | None | False | None | False | 67224.57 | 0 | | 3040120 | 102672 | None | CSR 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 (CSR 2023-24 Vol-3, P.NO -117, SI.No -12.1) | m | 144.9 | 144.9 | 80.0 | False | None | None | False | None | False | 11592.0 | 0 | | 3040121 | 102672 | None | CSR 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 (CSR 2018-19 Sl.No. 14.1 , P.No 129) | Cum | 2007.6 | 2007.6 | 50.76 | False | None | None | False | None | False | 101905.776 | 0 | | 3040122 | 102672 | None | CSR 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 (CSR 2018-19 Sl.No. 14.9 , P.No 130) | Cum | 2151.45 | 2151.45 | 126.9 | False | None | None | False | None | False | 273019.005 | 0 | | 3040123 | 102672 | None | CSR 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 (CSR 2023-24 Vol-3, P.NO -121, SI.No -13.7) | No | 3434.55 | 3434.55 | 12.0 | False | None | None | False | None | False | 41214.6 | 0 | | 3040124 | 102672 | None | CSR 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 (CSR 2023-24 Vol-3 Page No.123 SI.No.13.14) | Sqm | 88.2 | 88.2 | 181.91 | False | None | None | False | None | False | 16044.462 | 0 | | 3040125 | 102672 | None | CSR 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 (CSR 2023-24, Vol-3, It.No 14.4.A, P.No 129) | Cum | 2007.6 | 2007.6 | 378.0 | False | None | None | False | None | False | 758872.8 | 0 | | 3040126 | 102672 | None | CSR 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 (CSR 2023-24, Vol-3, SL.NO. 8.18, P.NO.67) | Each | 785.4 | 785.4 | 40.0 | False | None | None | False | None | False | 31416.0 | 0 | | 3040127 | 102672 | None | CSR 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 (CSR 2023-24, Vol-3 Sl.No. 8.7 ,P.No - 65) | Sqm | 9460.5 | 9460.5 | 0.9 | False | None | None | False | None | False | 8514.45 | 0 | | 3040128 | 102672 | None | CSR 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 (CSR 2023-24, Vol-3 Sl.No. 16.15.C, P.No - 146) | m | 3501.75 | 3501.75 | 22.5 | False | None | None | False | None | False | 78789.375 | 0 | | 3040129 | 102672 | None | CSR 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. (CSR 2023-24, Vol-1, SI.No.1.8, P.No - 7) | Cum | 497.7 | 497.7 | 1123.2 | False | None | None | False | None | False | 559016.64 | 0 | | 3040130 | 102672 | None | CSR 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 (CSR 2023-24 Vol-3, P.NO -122, SI.No -13.9)) | Cum | 12426.75 | 12426.75 | 28.2 | False | None | None | False | None | False | 350434.35 | 0 | | 3040131 | 102672 | None | CSR 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 (CSR 2023-24, Vol-3, It.No 14.5, P.No 129) | Cum | 3187.8 | 3187.8 | 189.0 | False | None | None | False | None | False | 602494.2 | 0 |
| | 1710326571000 | 0 | None | None | Bridges/Culverts | Approach road | 1364168.36 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3040132 | 102673 | None | CSR 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 tobe 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 (CSR 2023-24, Vol-3 Sl.No. 2.5 (ii).A, P.No - 9) | 100 Sqm | 412.65 | 412.65 | 3.24 | False | None | None | False | None | False | 1336.986 | 0 | | 3040133 | 102673 | None | CSR 2023-24, Vol-1, P.NO -17, SL. No -3.5 | Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead (CSR 2023-24, Vol-1, P.NO -17, SL. No -3.5) | Sqm | 6.3 | 6.3 | 495.0 | False | None | None | False | None | False | 3118.5 | 0 | | 3040134 | 102673 | None | CSR 2023-24, Vol-3, Sl.No.3.7 ,P.No - 17 | Compacting original ground supporting embankment : Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction (CSR 2023-24, Vol-3, Sl.No.3.7 ,P.No - 17) | Cum | 110.25 | 110.25 | 74.25 | False | None | None | False | None | False | 8186.0625 | 0 | | 3040135 | 102673 | None | CSR 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 (CSR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1) | Cum | 107.1 | 107.1 | 64.8 | False | None | None | False | None | False | 6940.08 | 0 | | 3040136 | 102673 | None | CSR 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 (CSR 2023-24,Vol-3, Sl.No. 3.6 ,P.No -17) | Cum | 517.65 | 517.65 | 331.88 | False | None | None | False | None | False | 171797.682 | 0 | | 3040137 | 102673 | None | CSR 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 (CSR 2023-24, Vol-3 Sl.No.4.1.A.(v) ,P.No - 23) | Cum | 2611.35 | 2611.35 | 74.25 | False | None | None | False | None | False | 193892.7375 | 0 | | 3040138 | 102673 | None | CSR 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 (CSR 2023-24, Vol-3 Sl.No.4.17 ,P.No - 26.) | Cum | 2686.95 | 2686.95 | 123.75 | False | None | None | False | None | False | 332510.0625 | 0 | | 3040139 | 102673 | None | CSR 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 (CSR 2023-24, Vol-3 Sl.No.5.1.A.(i), P.No - 31) | Sqm | 43.05 | 43.05 | 495.0 | False | None | None | False | None | False | 21309.75 | 0 | | 3040140 | 102673 | None | CSR 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 (CSR 2023-24, Vol-3, Sl.No.5.3.(i), P.No - 31) | Sqm | 12.6 | 12.6 | 495.0 | False | None | None | False | None | False | 6237.0 | 0 | | 3040141 | 102673 | None | CSR 2023-24, Vol-3 Sl.No.5.8 -ii (C) ,P.No - 30 | Bituminous Macadam Grading - II for traffic 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 (CSR 2023-24, Vol-3 Sl.No.5.8 -ii (C) ,P.No - 30) | Cum | 8044.05 | 8044.05 | 24.75 | False | None | None | False | None | False | 199090.2375 | 0 | | 3040142 | 102673 | None | CSR 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 (CSR 2023-24, Vol-3 Sl.No. 5.31, P.No - 43) | Cum | 10659.6 | 10659.6 | 14.85 | False | None | None | False | None | False | 158295.06 | 0 | | 3040143 | 102673 | None | CSR 2023-24, Vol-3 Sl.No. 8.15 ,P.No - 67 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes.803 (CSR 2023-24, Vol-3 Sl.No. 8.15 ,P.No - 67) | Sqm | 556.5 | 556.5 | 27.0 | False | None | None | False | None | False | 15025.5 | 0 | | 3040144 | 102673 | None | CSR 2023-24, Vol-3 Sl.No. 8.43 ,P.No - 74 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. (CSR 2023-24, Vol-3 Sl.No. 8.43 ,P.No - 74) | Each | 383.25 | 383.25 | 60.0 | False | None | None | False | None | False | 22995.0 | 0 | | 3040145 | 102673 | None | CSR 2023-24, Vol-3 Sl.No. 8.5 (A), P.No - 64 | Retro-Reflectorised Traffic Signs
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012.801 (CSR 2023-24, Vol-3 Sl.No. 8.5 (A), P.No - 64 ) | No | 6546.75 | 6546.75 | 2.0 | False | None | None | False | None | False | 13093.5 | 0 | | 3040146 | 102673 | None | CSR 2023-24, Vol-3 Sl.No. 8.5 (A), P.No - 64 | Retro-Reflectorised Traffic Signs
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012.801 (CSR 2023-24, Vol-3 Sl.No. 8.5 (A), P.No - 64 ) | No | 4918.2 | 4918.2 | 2.0 | False | None | None | False | None | False | 9836.4 | 0 | | 3040147 | 102673 | None | CSR 2023-24, Vol-3, SL.NO. 8.54, P.NO.78 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 (CSR 2023-24, Vol-3, SL.NO. 8.54, P.NO.78) | No | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 | | 3040148 | 102673 | None | CSR 2023-24, Vol-3, SL.NO. 8.25, P.NO.69 | Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel
vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to
conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 (CSR 2023-24, Vol-3, SL.NO. 8.25, P.NO.69) | m | 3822.0 | 3822.0 | 30.0 | False | None | None | False | None | False | 114660.0 | 0 | | 3040149 | 102673 | None | CSR 2023-24, Vol-3, SL.NO. 8.17, P.NO.67 | Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with
80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings. (CSR 2023-24, Vol-3, SL.NO. 8.17, P.NO.67) | Each | 2122.05 | 2122.05 | 36.0 | False | None | None | False | None | False | 76393.8 | 0 |
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