Zone-1, Chhatta, Room No. 13 Construction of a CC road in Nagla Devjit, from Asad Bhai house to Wali Mohammad house.

Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. 15.23.2 For thickness of tiles above 25 mm and up to 40 mm

Banking excavated earth by mechanical / manual means in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with % tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and for all lift :

Cartage of Earth/Malva upto 8km distance etc all complete. (Chapter No.1 DSR Code-1.1.2 Page-83)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:5:10 (1 cement : 5 Coarse sand (zone-lll) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources etc all complete. (Chapter No.4 DSR Code-4.1.10 Page-103)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) (Chapter No.6 DSR Code-6.1.1 Page-127)

Cement plaster in Coarse sand : 12mm cement plaster of mix : 1:4 (1 cement : 4 Coarse sand) (Chapter No.13 DSR Code-13.4.1)

Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading andcompacting mechanically by using needle and surface vibrators, leveling 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 with approved joint filler and sealants, complete all as per direction of Engineerin-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately. Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer. (Chapter No.16 DSR Code-16.43.2)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level in 1:2:4 (1 cement : 2 Coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources etc all complete. (Chapter No.4 DSR Code-4.1.3 Page-103)

Supply of Pre-cast RCC Slab size 900x500x150mm etc all complete. (As per Market Rate)

Fixing of R.C.C Slab etc all complete. (NS)