Construction of a CC road and RCC drain in Lakhpedbagh Colony (Ward Anand Vihar), extending from Kallu Sharma house, passing by Ramesh Trivedi house, up to Advocate Suraj Kanojia house.

Demolishing brick work 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

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in - charge

Excavation in Foundation in Ordinary Saoil ( Loam clay or sand ) including filling lift upto 1.50 meter and lead upto 30 mt including filling , wareting and ramimng of excated wotk into treanches etc as directed by E-in-Charge upto a distance of 30 m From the foundation trenches in S.I.NO. 251

Providing and laying Cement Concrete 1:6:12 (1 cement :6 fine sand 12 graded Brick Ballast 40 mm nominal size ) including supply of all materials and labours and T&P etc Required for proper comlete ,also including cost of foemwork in foundation in [S.I.NO.273]

M-150 Class brick work in 1:4 with c/c sand and including all materials and labours etc all complete in S.I.NO.

Providing and laying in position specified grade of Reinforced cement concrete work in walls (any thickness) 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) excluding the cost of centering, shuttering, finishing and reinforcement [DSR.NO. 5.2.2] 10852.95X0.735 =7976.91

Centering and shuttering including strutting, propping etc. and removal of form work for walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc [DSR NO. 5.9.2] @ 619.23

Centering & Shuttering Including Streting Proping etc & Removal of Form Work for Retaining walls As Per D.S.R. No- 5.9.1 @ 288.23

Construction of granular sub-base (GSB) by providing well graded material, spreading in uniform layers and its well consolidation including etc all complete.

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as (602)