ward no 3 7 5 me miya mehndi chauraha se sunder chauraha ke pahle tak cc road avm nali nirman karya

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. (UPPWD SOR 259)

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. (UPPWD SOR sl. no. 251)

Earth work in filling of ordinary soil (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete as per analysis of Rates

Providing and laying cement concrete 1:6:12 (1 cement: 6 C.sand: 12 graded brick aggregate 40mm nominal size.) including supply of all materials, labour and T&P etc required for proper completion of the work as per (Analysis of Rates)

Brick work in cement mortar in 1:3 in foundation completed excluding pointing and plastering as per drawing and technical specification clauses 600,1202 & 1203 including supply of all materials, labour and T&P etc required for proper completion of work (Analysis of Rates)

12 mm thick plaster in 1:3 in cement and coarse sand finished with a floating coat of neat cement including supply of materials, labour, tools, plants etc. required for proper completion of the work. (Analysis of Rates)

Providing and laying cement concrete 1:2:4 (1 cement: 2 C.sand: 4 graded stone aggregate 20mm nominal size.) including supply of all materials, labour and T&P etc required for proper completion of the work (Analysis of Rates)

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

Cement concrete pavement construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501, 2.2 M30(Grade), provision of contraction and expansion, construction joint applying debonding strips, primer sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixture. all respects as analysis of rates

R.C.C. work in slab in 1:1.5:3 in cement coarse sand & 20mm grade stone grit excluding supply of reinforcement but excluding cost of centering and shuttering etc. all respects as (Analysis of Rates)