Construction of balance work of 45.00 mtr wide road peripheral road around pocket 7C,7D, pocket 7E in sector 18 yeida WC-03

Preparation and consolidation of sub grade with power road roiler of 8 to 12 tonne capacity after excavating earth to an average jof 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 lead upto 50 metres.UPPWD SOR-2020/16.1

Earth work in excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods watering rolling each layers with 1/2 tonnes roller or wooden or steel rammer and rolling every 3rd and top most layer with roller of maximum 8 tonnes and dressing up in embankments roads, flood banks, marginal banks and guide banks or filling up ground depressions all leads as per MORTH. (AR/YEIDA) for AR/GA

Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.5m and lead upto 30m and including filling watering and raming of excavated earth into the space between the building and the sides of foundation tranches or into the plinth and removal and diposal of surplus earth and directed by the Engineer in charge upto distance 30m complete.

Granular Sub-Base with Coarse Graded Material (Table:-400-1) A. Plant Mix MethodConstruction of granular sub-base by providing close graded material, mixing in mechanical mix plant at OMC, carriage of mixed material to work at site, spreading uniform layers with motor grader on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 for grade-I material.

Wet Mix MacadamConstruction of granular sub-base by providing close graded material, mixing in mechanical mix plant at OMC, carriage of mixed material to work at site, spreading uniform layers with motor grader on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 for grade-I material.

Providing & applying tack coat bituman emulsion confirming to S:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom, On WMM/[email protected] Kg/sqm

Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60kg/sqm slow setting using mechanical means AR Morth(A.R)

Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. With F.P.S. bricks of class designation 150 Based on UP PWD SOR-2020/16.7.1

Cement Concrete with 4 cm gauge approved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all material, Labour, tools & Plants etc required for Proper completion of the work. Based on UP PWD SOR-2020/281/P-17

M150 Brickwork in 1:4 cement & coarse sand of 2.2 F.M. mortar in foundation and Plinth including supply of all material Labour and T & P etc required for proper completion of the work. UPPWD SOR/305(A)