Repair of lining patches Balsamand Sub Branch RD 42700 to RD 54000.

Amount

75 mm thick cement concrete 1:2:4 cement 240 kg/cum lining on 6 mm thick cement slurry 1:3 including dressing and preparation of sub grade and form work for side slopes and curve portion complete as per HSR item No. 10.41, 19.12, & 19.2

Cement concrete 1:2:4 cement 240 kg/cum with 20 mm nominal size of stone aggregate in foundation and plinth.

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

E/Work excavation in all kind of soils including dressing with lead of 495 mtr @ (586.60 +45.90+15x6+32x13.25+26x12.0)+425%

Extra allowance for compaction of earth to the specification @ (68.10-45.90+32.50)+425% +225+135%

Dismantling of brick work laid in cement sand mortar @ 35.60+550%

Dismantlining of cement concrete 1:4:8 @ 37.40+550 (HSR 8.6 b)

Single layer brick lining on side slopes in 1:3 mortar over 12 mm 1:3 plaster over 10 mm 1:6 plaster i/c preparation of S/grade,scaolding, cuting,templete allowance etc complete in all respect.

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%

E/Work excavation in foundation and trenches @ 1108.10+425%

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%

1st class brick masonry in cement sand mortar 1:4 in foundation and plinth, including supply of all materis as per HSR11.5 @ 424.600+650%

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

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 6.6 e @ 108.05+550%

Reinforced Cement concrete 1:1.5:3 with 20 mm mm nominal size of stone aggrigate in foundation and plinth, including supply of all materis i.e. sand , ordinary portland cement, stone aggrigate and water supply arrangement, curring,and all required T & P items excluding centering and shuttering and steel reinforcedment complete as per approved design/drawing and P.W.D specifications (HSR 10.79+10.95) @ (625.80+86.90)+450%

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

Cement pointing 1:3 on brick walls @ 6.80+600% (HSR 15.63)

Making Centering and shuttering of faces of RCC slab for bridges i/c cost of all materials and T & P articles required for the work complete as per HSR 9.18 @ 40.80+400%

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, @ (586.60+45.90+2x22.65)+425%

Bending binding and placing of Fe-500 TMT steel bars for RCC work complete as per HSR-18.22 @ 927.05+500%

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%

Laying, cutting, spreaing and fixing 150 micron polythene sheet. (NS)

Supply of 150 micron polythene sheet. (NS)

Credit for old brick work

Credit for old steel bars