Improvement of Road From Tikra Mod Chatmara Road To H/O Naresh In Ushti Gaon Ward-31 Under Zone-2

Dismantling CC or brick or granolithic floors including stacking of dismental material etc all comp

E/W cutting or ion embankment in ordinary soil exavation to be done pits not exciding 1.5m including all completion of work

Earth work in Excavation in trenches for foundations pipes cables etc in ordinary soil (loan clay or sand) including lift up to 1.5 mtr lead up to 50 mtr and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer-in charge with in a distance of 50 mtr.

Providing and Laying Cement concrete (1:6:12, 1cement: 6 fine sand: 12 Brick ballast nominal size 40 mm ) and curing complete, including cost of formwork in foundation and floors.

Class - 150 Brick Work in (1:4 ) cement mortar in Foundation&plinth including supply of all Materials Labour and Tool & Plants etc,required for proper completion of the work.

12 mm thick cement plaster 1;4in single coat on Both side of single or half brick wall for interior plastering up to floor two level including internal rounded angles chamfers and rounded angles not exceeding 80 mm in girth and finished even and smooth.

RCC Work with cement concrete 1:1.5:3,1cement :1.5 coarse sand:3 stone Agregate incuding all completion of work.

Mild steel or Iron in Reinforcement including all completion of work.

Construction of gullypit 0.60x0.60x0.75 as per KNN design etc all work

construction of granular sub base (GSB) etc all comp.

P/L spreading compacting graded stone aggreate to wet mix macadam specification including premixing the material by tipper to site laying in uniform layers wiyh pavers in sub base course on well prepared surface and compacting with vibratory roller including all labour materiaT&P

Providing and laying 125 micron polythen sheet including all labour work

Providing and laying Pre moulded joints filler 12 mm thick for expention including all labour work

Providing and laying design mix cement concrete of M-30 grade, inroads/ taxi tracks/ runways, using cement content as per designmix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified designcriteria, providing dowel bars with sleeve/ tie bars wherever required,laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints withapproved joint filler and sealants, complete all as per direction ofEngineer-in-charge (Item of joint fillers, sealants, dowel bars withsleeve/ tie bars to be paid separately).Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer

Making of pedastal including all labour work

Cartage of Earth up to 3 km including all completion of work.

Add 18% G.S.T