Repairing and raising of CC road and drain in Village Tugalpur Haldona, Greater Noida.

Excavation in foundation in ordinary soil (Loam clay or sand) including lift upto 1.50 M and lead upto 30.00M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer incharge upto a distance of 30m from the foundation trenches (where machine con not reach/move) (SOR/251 (A)/4.1.1)

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads. Transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No 300-2: lead upto of 5.00KM (MORTH--20/305/3.18)

Cement concrete with 4cm gauge Approved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials labour tools & Plants etc required for proper completion of the work

8:4:1 (1 Cement 4: Coarse sand :8 graded stone aggregate 40mm nominal size) (SOR-20/281/5.08)

M-150 brick work in 1:6 cement & fine sand 1.25 FM mortar in foundation and plinth including supply of all material labour and T&P etc required for proper completion of the work. (SOR-20/303) same as item no 303 but in 1:4 one cement & four fine sand of 1.25 F.M. mortar. (SOR-20/305) Same as item no 305 but in 1:4 one cement & four coarse sand of 2.20 F.M. mortar. (SOR-20/305(A))

PCC Grade M-25 using batching plant transit mixture and manual placing (MORTH-20/9.06/D/Case-II)

Extra for providing and mixing hardening compound of approved quality as per manufacturer’s specification in cement concrete. (DSR-18/16.44)

Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS: 1838, including cost of primer, sealing compound Grade-A in expansion joints. (DSR-18/5.28)

Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately) :(DSR-18/19.26)

Circular manhole 140 cm dia with circular cover 600 mm dia of grade EHD - 35 (DSR-18/19.26.4)

Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality EHD - 35: Circular shape 560 mm internal dia (DSR-18/19.19.4.1)

Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. (DSR-18/16.83)

Relaying of interlocking tiles available at site including supply of all labour material T&P etc. completed as per directed by Engineer-in-charge (AR/GNIDA)

Providing and laying I Shaped Interlocking tiles Rubber moulded 80mm thick precast cement concrete having plan dimension 200x(160+120mm) with compressive strength not be less than 40Mpa (M-40) and weight 5kg, laid in required pattern over and including averege 50mm Thick Compacted bed fine sand and filling the joints with fine sand all complete as per direction of engineer-in-charge with conforming to ISI-15658-2006 SOR/A.R. Grey colour.

12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) (DSR-18/13.4.2)

Cement conrete with 4cm gauge approved stone ballast, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. (SOR-20/279) Same as above item no 279 but with 2cm gauge stone grit instead of 4cm gauge stone ballast. (SOR-20/279(a)

Supplying and stacking at site. (DSR-18/16.3)

53mm to 22.40 mm size stone aggregate (DSR-18/16.3.3)

Moorum. (DSR-18/16.3.10)

Providing and fixing at or near ground level factory made RCC pavement slab of M-30 grade of size 450x450x50 mm, including reinforcement with 6 mm dia M.S. bars 4 nos on each side, including setting in position in footpath to the required level and line over a bed of 20 mm average thick cement mortar 1:5 (1 cement : 5 coarse sand), having joint thickness not more than 5mm except on curve, including filling of joints with same cement mortar and making grooves etc. complete as per direction of Engineer-in-charge. (DSR-18/16.67)

Labour cess and GST will be paid extra as per Govt. orders.