Construction of deep RCC drain from Vishal Footwear near new gas godown in Zone 06 Ward 35 Kalyanpur Knala, passing through Rahul Shuklas residence till the end of Laxmi Bai Saraswati School.

Dismentaling cement concrete or brick work or granolithic floor including stacking of dismantaled material as directed by Engineer-in-Charge within s distance of 60 meter.

Dismantling of existing structures like culverts, bridges, retaining walls and work, including T&P and scaffolding wherever necessary, sorting the dismentled material, disposal of unserviceable material and stacking the serviceable material with all and lead of 1000 m as per Tenchnical specification Clause 202. By Mechanical Means Cement Concrete.

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 90.20 on plan), excavated soil and disposal of surplus excavated soil directed, within a lead of 50 m including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the All kinds of soil.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:6:12 (1 Cement: 6 Coarse sand (zone-III): 12 graded Brick aggregate 40 mm nominal size).

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staicases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finihing and reinforcement: 1:1.5:3 (1 Cement: 1.5 Coarse sand (zone-III): 3 graded stone aggregate 20 mm (nominal size).

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

Cartge of earth up to 3.00 km Including Loading & unlaoding but excluding staking pucca road etc all compitete.

Construction of granular sub base (GSB) by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method cum with rotavaton at OMC and compacting with vibratory roller to achieve the desired density, Complete as per MORT & H clause 40

Providing and laying of interlocking concrete Block pavrment having thickness 80 mm as per drawings and sqm tenchnical specification clause 1504. (Exclusive G.S.B.)

Sale of material to contractor old brick etc all complete Ch-1 (1a)