P/L CC Road in bakshi ganda street ward.no-41 Est Cost Rs. 11.60 lacs dt 24/25.03.2026

Dismantling concreteCement concrete plain 1:4:8 or 1:5:10

laoding and unloading by mechanical means stone (buildings, pr pitching) sand, earth, fly, ash, bajri, shingle, spalls, brick bats, brick ballast and stone metals

carriage 5.2 Earth, surkhi, sand, earth, fly, ash, bajri, ballast, stone boulders, kankar and building rubbish., earth 5.0 km

Providing, laying in trenches to correct gradient and alignment and jointing of UPVC pipes having ISI specification IS:15328-2003 class-SN-8 marked make Supreme, Finolex, Kissan, Jain, Prince or equivalent good on them and laying the same in trenches to correct alignment and gradients, cutting and jointing, testing for water tightness and making good the leakages and defects including cost of specials (Specials and Solvent should be of same make as that of pipes) complete in all respects. 200mm o/d pipe

Providing and fixing RCC road gully grating & frame RCC road gully grating & frame size 610mm*300mm

Providing & fixing 560 mm, 500 mm and 450 mm internal diametre circular or 450 mm x 600 mm clear inside opening rectangular RCC manhole cover and frame ISI marked as per IS:12592-2002 including carriage from the stores of the Engineer-in-charge to site of work, loading, unloading including stacking and setting the same to correct lines over manholes including cement concrete copping (M:20) around the frame etc. Dia of steel for lifting hook is 16mm. (for EHD and HD). RCC Man hole cover with Frame 560mm i/d RCC man hole cover withframe as per ISImedium duty

455 x 610 mm rectangular clear opening RCC man hole cover with

Cement concrete 1:8:16 With stone aggregates 40mm gauge mixing by mechanical means using concrete mixer volumetric type

cement concrete M-20 mechanically volumetrictypeconcretemixerasperIS:1791 andvibratedbyneedlevibrator infoundation and plinth.

First class burnt brickwork laid in cement and mortar 1:5 in foundation and plinth

Testing Charges @.50% as per clause no. 2.1(Xi) 0.5%

Contingency 3%