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| 1 | Carriage of Materials by mechanical transportincluding loading, unloading and stacking ::sand etc lead 2 km |
| 2 | e/w Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. 4.10.1 In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. 4.10.1.1 Depth upto 1.5 m cum 164.00 |
| 3 | Random rubble masonry with hard stone in foundation and plinth :Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 4 | Extra for random rubble masonry with hard stone in superstructure above two stories for every two stories or part thereof cum 424.00 |
| 5 | Cement plastering including T&P, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 12 mm cement plaster of mix : 32.1.2 1:6 (1 cement : 6 fine/ coarse sand) |
| 6 | Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in concrete mixer, laid manualy, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. cum 2300.00 |
| 7 | 23.19 Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars. kg 51.50 |
| 8 | Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for : 22.1.1 Foundations, footings, bases of columns, etc. for mass concrete. sqm 162.0 |
| 9 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade 32.30.1 New work (two or more coats) over and including priming coat with cement primer. |
| 10 | Providing and laying un-reinforced, plain cement concrete mix with Concrete Mixer & vibrator pavement over repared sub base with 43 grade cement , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints etc including all material, labour, machinery, lighting, guarding and maintenance of diversion.9.6.1 PCC M-20 cum 4570.0 |
