Remodeling of New Siwani Feeder from RD 76170 to 172376

Amount

Designmix Cement concrete of grade M-15 lining with minimum cement contents 240 Kg/Cum, 75 mm thick in bed, including dressing, 10 mm cement sand plaster 1:5, with concrete paver. Concrte thickness of lining as per IS 3873:1993 HSR item No. 10.64, 19.1, 15.6, & MORT & H.

Designmix Cement concrete of grade M-15 lining with minimum cement contents 240 Kg/Cum, 75 mm thick on side slope & curve portion, including dressing, 10 mm cement sand plaster 1:5, with concrete paver. Concrte thickness of lining as per IS 3873:1993 HSR item No. 10.64, 19.2, 15.6, & MORT & H.

Design Mix cement concrete of grate M-15 with minimum cement contents 240 kg/cum as per HSR item No.10.64 @ 665+450%, A&C Slip No. 32 issued on 11/11/19

Ist class brick masonry in 1:4 cement sand mortar in foundation and plinth complete as per HSR-11.4 @424.60+650%

Dismantling of brick/tile masonry laid in cement sand mortar and sorting & stacking of serviceable materials in stacks with in 100 mtrs distance and disposal of waste material from the site as per direction of Engineer Incharge compete as per HSR 8.5 b @ 35.60+550%

Dismantling of cement concrete 1:6:12/1:4:8 and sorting &stacking of serviceable materials in stacks with in a distance of 100 mts and disposal of waste material from the site as per direction of Engineer Incharge complete as per HSR 8.6 a @ 22.15+550%

E/work excavation in foundation and trenches etc in all kind of soils, not exceeding 2 mtr depth, inclding dressing of bottom and sides of trenches, ,complete as per HSR 6.6 @ 1108.10+425%

Cement concrete 1:2:4 with 20 mm nominal size of stone aggregate in foundation and plinth,.complete as per HSR 10.41 @ 615.60+450%

Cement concrete 1:3:6 with 20 mm nominal size of stone aggregate in foundation and plinth,.complete as per HSR 10.40 @ 516.90+450%

Filling expansion joints with special imprevious hot pour 12 mm wide complete as per HSR-19.17 @ 0.35+450%

Steel reforcement TMT bar Fe500 EQR/Fe500 D TMT steel bars for RCC work complete as per HSR-18.22 @ 927.05+500% i/c note A&C Slip No.29 dt. 25.10.19

E/work excavation in all kind of soils including breaking of clods and dressing with all leads and lifts up to 495 mtrs and all other allowances complete as per approved drawing/design and P.W.D.specifications (HSR6.2(b),6.2(c) i,ii,iii,6.3(i) @(586.60+45.90+15x6+32x13.25+26x12)+425%

Extra allowance for compaction of earth to the specification bring the earth in to suitable optimum moisture contents with the use of water bowers, laying the earth in to 25 CM layers and rolling earth with road roller/sheep foot roller and tractor or any other like machinery under suitable moisture contents with desired field density complete as per approved design/drawing as per HSR 6.2g(1 ii v) @ (68.10-45.90+32.50)+425%+225+135%

E/work excavation in all kind of soils including breaking of clods and dressing with all leads and lifts up to 30meter and all other allowances complete as per approved drawing/design and P.W.D.specifications as per HSR 6.2b (c), @ (586.60+45.90+2x22.65)+425%

1st class brick masonry in cement sand mortar 1:3 in foundation and plinth, including supply of all materis as per HSR11.5 @ 461.40+650%

Providing lowering , laying in trenches sligning fixing in position and jointing RCC NP3 pipes 450 mm dia complete in all respect as per HSR 29.96(viii) @ 1685.00 per meter. A&C issued Slip no. 14 dt. 19/08/15

Supply & fixing of RS Joists 7.5"x24" independently with out cutting and connecting with plates complete as per HSR-18.1 (a) @ 1011.45+500%

Removing 450 mm dia RCC pipe NP-2 HSR 8.35(b) @ 8.30+550%

Supply of wooden sleepers (NS)

Making Centering and shuttering of faces of RCC slab for bridges execution of 3 mtr. Spen i/c cost of all materials and T & P articles required for the work complete as per HSR 9.18 (b) 52.20+400%

Dismantling of RCC.1:2:4 i/c cleaning and straightening and cutting of bars if required, sorting and stacking of all serviceable materials with in 100 mtr distance.complete as per HSR 8.6 e @ 108.05+550%

Dismantling of pucca road i/c soling, wearing coat, screening and sorting & stacking of all serviceable materials with in 100 mtr distance complete as per HSR 24.37 @ 296.70+370%

Restoration of pucca road cut in level in the existing road surfece i/c preparation of sub grade, laying and relaying of soling, laying and consolidation of wearing coat to water bound macadam specifications , laying 20 mm thick premix carpat on top i/c cost of track and seal cost with supply and carriage of all required materials complete in all respect as per HSR 24.38 @ 5247+350% i/c notes

Design mix cement concrete of grade M-25 with minimium cement conents 330 Kg per cum in in RCC work complete as per HSR-10.66 @791.0+450%

Making shuttering of faces of concrete as per approved drawing and design i/c cost of all materials and T & P articles required complete in all respect. (HSR 9.13) @ 30.65+400%

Centering & Shuttering for walls partitians, retaining walls etc (HSR 9.5) @ 54.85+400%

Dry brick on edge paving sand grouted over 50 mm thick earth complete as per HSR-14.20 @38.70+600%

Dismantling of dry brick work and sorting & stacking of serviceable materials in stacks with in 100 mtrs distance and disposal of waste material from the site as per direction of Engineer Incharge as per HSR 8.5 (i) @7.65+550%

Dismantling cement concrte 1:2:4 @ 71.85+550% (HSR 8.6d)

Providing Gates and gearing arrangements

Credit for Material available from dismantling Old Brick masonry

Credit for Material available from dismantling Old RCC NP-2 pipe 450 mm dia.

Credit for Material available from dismantling Old Steel Bars

Credit for Material available from dismantling Old Tiles masonry

Credit for Material available from dismantling Old wooden sleepers

Credit for Material available from dismantling Old RS Joists.

M/s Bishan Parkash and Company