M/o Road (C/o Service Road, RCC Footpath on 45M wide road between Sector-140A and village Sehdara) Noida

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. The contractor has to detect different utilities like sewer line, water supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excacvation and shall start excavation only after getting permission of Engineer-in-charge. All kinds of soil.

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm. depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. (82.38)

Construction of Granular Sub base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause-401.

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).(4.1.8)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 100 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand)(6.1.1)

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). All works upto plinth level.(5.33.1)

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 Fe-500D or more.(5.22.6)

Providing and laying c.c pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating brooming with wire brush etc.complete as per spcifications and direction of Engineer-in- charge (The panel shutting work shall be paid for separately). (Note :- cement content considered in this item is @ 330 kg cum Excess /less cement used as per design mix is payable/ recoverable separately(16.75)

12mm cement plaster of mix : 1:4 (cement :4 coarse sand) (13.4.1)

Neat cement punning(13.18)