NAGAR PALIKA SHETRA ME WARD NOP 01 SE 05 ROAD NALI NIRMAN MARMAT KARYA

2.4 Dismantling of existing structures like culverts, bridges, retaining walls, CC road 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 of 50 metres as directed by Engineer. 2.4.1 Lime Concrete, cement concrete grade M-10 (1:5:10) and below

4.10 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

Carriage of Materials by mechanical transport including loading, unloading and stacking up to 5 km

9.1 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 a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.

21.1 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :21.1.2 1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size).

22.1 Centring and shuttering with plywood or steel sheet upto two stories ( each story of height upto 3.5 metre from floor level) including strutting, propping etc. and removal of form for : 22.1.1 Foundations, footings, bases of columns, etc. for mass concrete.

23.19 Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete.23.19.4 Hot rolled deformed bars

24.1 Brick work with FPS bricks of class designation 75 in foundation and plinth in:24.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand)

25.1 Random rubble masonry with hard stone in foundation and plinth : 25.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand)

32.3 Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix : including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar 32.3.3 1:6 (1 cement : 6 fine/ coarse sand)