3892208 | 149678 | None | Vol 03 page no 10 item code 2.8 (ii) b | 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. i)By Mechanical Means Prestressed / RCC grade M-20 & above | Cum | 1163.4 | 1163.4 | 88.8825 | False | None | None | False | None | False | 103405.9005 | 0 |
3892209 | 149678 | None | Vol 03 Page no 10 item code 2.11 II A | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead. . B Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means | Cum | 189.0 | 189.0 | 66.78 | False | None | None | False | None | False | 12621.42 | 0 |
3892210 | 149678 | None | Vol 03 page no 09 item code 2.5 (ii) A | 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. By Mechanical Means using Dozer. In area of light jungle | Sqm | 4.13 | 4.13 | 1960.0 | False | None | None | False | None | False | 8094.8 | 0 |
3892211 | 149678 | None | Vol 01 page no 09 item code 1.16.1 | Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work
3) Cost of De-watering upto 5 % may be added, where required assessment for dewatering shall be made as per site condition | Cum | 610.78 | 610.78 | 408.14 | False | None | None | False | None | False | 249283.7492 | 0 |
3892212 | 149678 | None | Vol 01 page no 08 item code 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 (Cost of De-watering upto 5 % of (A+B) may be added, where required assessment for dewatering shall be made as per site condition) | Cum | 112.45 | 112.45 | 3045.0 | False | None | None | False | None | False | 342410.25 | 0 |
3892213 | 149678 | None | Vol 03 page no 17 item code 3.6 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and
compacted to meet requirement of table No. 300-2 | Cum | 517.65 | 517.65 | 192.0 | False | None | None | False | None | False | 99388.8 | 0 |
3892214 | 149678 | None | Vol 01 page no 15 item code 2.1.3 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6288.45 | 6288.45 | 34.4388 | False | None | None | False | None | False | 216566.67186 | 0 |
3892215 | 149678 | None | Vol 01 page no 15 item code 2.2.3 | Providing and laying in position Cement Concrete for all Foundation works. The granite /trap /basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, Scaffolding Foundation 8% | Cum | 7159.68 | 7159.68 | 83.9285 | False | None | None | False | None | False | 600901.20288 | 0 |
3892216 | 149678 | None | Vol 01 page no 15 item code 2.2.3 | Providing and laying in position Cement Concrete for all Foundation works. The granite /trap /basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Scaffolding Walls 35% | Cum | 8870.4 | 8870.4 | 106.425 | False | None | None | False | None | False | 944032.32 | 0 |
3892217 | 149678 | None | Vol 01 page no 15 item code 2.2.3 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Scaffolding slab 50% | Cum | 9820.8 | 9820.8 | 50.625 | False | None | None | False | None | False | 497178.0 | 0 |
3892218 | 149678 | None | Vol 1 Item code 2.11 C page no 18 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.Sub structure of Bridges | Tonne | 90754.65 | 90754.65 | 17.34 | False | None | None | False | None | False | 1573685.631 | 0 |
3892219 | 149678 | None | Vol 1 item code 2.11 D page no 18 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.Super structure of Bridges | Tonne | 90990.9 | 90990.9 | 5.57 | False | None | None | False | None | False | 506819.313 | 0 |
3892220 | 149678 | None | Vol 03 page no 121 item code 13.8 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification | Cum | 7151.55 | 7151.55 | 11.25 | False | None | None | False | None | False | 80454.9375 | 0 |
3892221 | 149678 | None | Vol 3 page no 122 item code 13.9 | Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) | Cum | 12426.75 | 12426.75 | 12.0 | False | None | None | False | None | False | 149121.0 | 0 |
3892222 | 149678 | None | Vol 3 page no 121 item code 13.2 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. | Cum | 14669.55 | 14669.55 | 14.0625 | False | None | None | False | None | False | 206290.546875 | 0 |
3892223 | 149678 | None | Vol 3 item code 12.4 710.1.4.ofIRC: p no 117 | 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. | Cum | 2810.85 | 2810.85 | 58.8 | False | None | None | False | None | False | 165277.98 | 0 |
3892224 | 149678 | None | Vol 3 Page no 117 item code 12.1 2706 & 2200 | 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 drawingand Technical Specifications | Nos | 144.9 | 144.9 | 44.0 | False | None | None | False | None | False | 6375.6 | 0 |
3892225 | 149678 | None | Vol 3 page no 121 item code 13.7 | Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification | Nos | 3434.55 | 3434.55 | 12.0 | False | None | None | False | None | False | 41214.6 | 0 |
3892226 | 149678 | None | Vol 3 page no 84 item code 13.14 | Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2. | Sqm | 88.2 | 88.2 | 115.56 | False | None | None | False | None | False | 10192.392 | 0 |
3892227 | 149678 | None | Vol 4 page no 54 item code 3.44.1 | Providing and constructing dry size stone pitching using 200 to 250 mm size stones with pin headers at 2 per m2 using stones and stone chips from approved source including cost of all materials, labour, hand packing / wedging stone chips into joints, finishing and all other
ancillary operations complete.300mm thick | Sqm | 407.4 | 407.4 | 2610.0 | False | None | None | False | None | False | 1063314.0 | 0 |
3892228 | 149678 | None | Vol 05 Page no 188 item code 16.3.7 | Providing S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as
directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey. RCC NP3 Class pipe of 600 mm dia. | Mtr | 3297.0 | 3297.0 | 30.0 | False | None | None | False | None | False | 98910.0 | 0 |
3892229 | 149678 | None | Vol 05 page no 193 item code 16.15.14 | Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. Constructing Brick Masonry Circular Machinehole | Nos | 154435.05 | 154435.05 | 2.0 | False | None | None | False | None | False | 308870.1 | 0 |
3892230 | 149678 | None | Vol 02 Page no 96 Item Code 11.62 | Providing and fixing RCC precast fencing pole of size 0.15mx0.15mx2.0m casted in M 20 with 20mm down size aggregates making holes for drawing barbed wire at 30 cm c/c using 8 mm dia vertical 4 TMT steel rods and 6 mm dia stirups at 15 cm c/c fixed 1.5 m above Ground level using steel moulding , curing , transportation to work spot including excavation in all types of soil, fixing in plain cement concrete M15 using 20 mm downsize aggregate including aligning to plumb and line providing including cost of all materials, labour,usage charges of machinery complete. | Nos | 1139.25 | 1139.25 | 100.0 | False | None | None | False | None | False | 113925.0 | 0 |
3892231 | 149678 | None | Vol 02 Page no 95 item code 11.56 | Fencing with G.I. barbed wire R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for separately) :- Payment to be made per metre cost of total length of barbed wire used | Mtr | 12.6 | 12.6 | 1500.0 | False | None | None | False | None | False | 18900.0 | 0 |
3892232 | 149678 | None | Vol 5 Page no 95 item code 9.1.9 | Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of
pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 6.0 HDPE Grade PE80-PN6.0,200mm dia | Mtr | 1510.95 | 1510.95 | 60.0 | False | None | None | False | None | False | 90657.0 | 0 |
3892233 | 149678 | None | Vol 3 Page no 96 item code 11.60 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with
2 mm dia wire or nuts, bolts and washers as required complete as per the
direction of Engineer-in-charge. | Sqm | 937.65 | 937.65 | 22.5 | False | None | None | False | None | False | 21097.125 | 0 |
3892234 | 149678 | None | Vol 04 Page no 50 item code WRD 3.20 | Providing cohesive non-swelling ( CNS ) soil lining to canals using soil from borrow area including cost of all materials, labour, machinery, spreading soil in layers of thickness not more than 150 mm, breaking clods, levelling, watering, compacting to density control of not less than 95 percent or as stipulated, dressing to required profile and all other ancillary operations complete. | Cum | 761.25 | 761.25 | 1056.0 | False | None | None | False | None | False | 803880.0 | 0 |