Construction of a CC road and RCC drain in Rahat Nagar (Ward Banva Palhari) extending from Mobin house near the main road, past Cambridge Public School, up to the Ayurvedic dispensary.

Earth work in cutting or in embankment in ordinary soil excavation to be done in form of regular pits not exceeding ½ mt. in depth and work in embankment to 30 m lead. including Carrtage upto 5 km distance as directed by ( Good Earth ) E-in-C. The rates are i/c royalty etc. INcluding SI No

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]

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

First Class brick work in 1:4 in cement and coase sand of 1.25 F.M. mortar in foundation and plinth inclding supply of all materials and labours and T.&P. etc requiredfor proper completion of the work in S.I. no. 305(b)

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)

Providing and laying Cement Concrete 1:2:4 (1 cement :2 C sand 4graded Stone grits including supply of all materials and labours and T&P etc Required for proper complete ,also including cost