Repair work of interlocking, R.C.C. deep drain, and damaged road with paver on the roadside from Kanpur Road Sainik School turn to Mansha Memorial School turn via Housing Society under Rajabijlee Passi Second Ward.

Dismentling of B/W in cement, mortar Demolishing brick work in Cement mortar manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge

E/W Excavation in ord. soil E/w in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm in plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge

P/L P.C.C. 1:5:10 in cement, f-sand, s/gritt S/L in position cement concrete of specified grade excluding the cost of centering & shuttering - All work up to plinth level: 1:5:10 ( 1 cement : 5 fine sand (zone-III) drived from natural sources : 10 graded stone aggregate 40 mm nominal size drived from natural sources)

B/W in 1:4 in cement & c-sand Brickwork with common burnt clay F.P.S. (non modular) bricks of class 15 designation in foundation and plinth incement mortar 1:4 (1 cement : 4 coarse sand)

RCC in 1:1.5:3 of cement, c-sand, stone gritt Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level (1,cement: 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources)

M.S. or iron work in plain Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade

Centering and shuttering including strutting, propping etc. and removal of form for suspended floors, roofs, landings, ballconies and access plateform

Cutting or Filling in ord. soil E.W. in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift up to 1.5 m as directed by Engineer-in-charge

S/L G.S.B. mixed stone gritt Granular Sub-Base with Graded Material (Table:-400-1)By Mix in Place Method Construction of granular sub-base by prov. close grader on prepared surface, mixing by mix in place method with vibratory roller to achieve the desired density, comp. as per clause 401

P/L of 80 mm rubber mould Interlocking 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.