Construction of Damaged CC roads roads with widths of 6.0m, 7.50m, and 9.0m in Blocks A and B of the Awas Vikas Colony, Banda District, under the Infrastructure Fund.

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-charge. nominal concrete 1:4:8 or leaner mix (including equivalent design mix)

Construction of granular sub-base by providing close graded material, spreading in unifrom layer with moter grader on prepare surface mixing by mix in place mathed with rota wetar at OMC and compacting with viratory roller to achiever the desired density, complete as per clause 401.

Providing & Laying of polythene sheet 125 micron thick before laying the C.C. road slab for making separation I/c all complete as per directed by Engineer in charge. DSR2023 Code no. 0323

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 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 with approved joint filler and sealants, complete all as per direction of Engineer-in-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 prepared with batch mixing machine

Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern.

STEEL REINFORCEMENT FOR RCC WORK INCLUDINGSTRAIGHTENING CUTTING BENDING PLACINGIN POSITIONAND BINDING ALL COMPLETE ABOVE PLINTH LEVEL ......TMT BARS OF GRADE Fe500D OR MORE