Under District Lucknow, Construction of road and drain from Sanatan Nagar Shiv Mandir towards Somnath Yadav house in Ismailganj Second Ward, Lot No 2

Scarifying metalled (water-bound) road surface including disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity.As per DSR (16.9)

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not evdeoding 1.5 m in width or 10 sqm on plan), excavated soil and disposal of surplus excavated sol as directed, within a lead of 50 m including dressing of sides and ramming of bottoms, lift up to 15 m, including getting out the - All kinds of soil As per DSR (2.8.1)

Construction of embankment with approved material obtained from bomow pits with a lift uplo 1.5 m.ransporting to site, spreading, grading to required slope and compacting to meel requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 with extra cartage 9 km.

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/ rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.

Providing and laying in position cement concrete of specified grade excluding the cast of centering and shuttring all work upto plinth level. 1:5:10(1 cement: 5 coarse sand zone III derived from natural source: 10 graded stone aggregate 40mm nominal size derived from natural sources) DSR 4.1.10

Brick work with common burnt clay F.P.S.(non modular) bricks of class designation 7.5 in 1:4 cement and C/S sand mortar in foundation and plinth. DSR 6.1.1

12 mm thick plaster 1:4 with cement & Coarse sand of 1.25 FM fair side single and half brick wall including internal rounded angles chamfers and or rounded angles not exceeding 80mm in grith and finished even and smooth. DSR 13.4.1

Providing and Laying in position Cement concrete of specified grade excluding cost of centering and shuttering - All work up to Plinth level: 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) DSR 4.1.2

Providing and laying in position specified grade of reinforced cement concrete work, excluding the cost of centering, shuttering, finshing and reinforcement with 1:1.5:3 (1 cement: 1.5 coarse sand (zone III)derived from natural sources :3 graded stone aggregate 20mm nominal size derived from natural sources) DSR 5.1.2

Steel Reinforcement for R.C.C work including straightning, cutting, bending placing in position and binding all complete upto plinth level thermo- mechanically trated bars of grade Fe-500D or more. DSR 5.22.6

P/L of 80 mm thick Zigzag shaped Ruber mould mechanically compressed inter locking cement concrete pavers block manufactured by high pressure & controlled vibration machine having plan with minimum 5mm thick topping of O.P cement mixed with 25% marble powder. The compressive strength of concrete paver blocks shall not be less than 30 MPs . as per TSC 1504 ROAD WORKS S.N. 34 MORD 1500(6.7)