02 - Shamli me Pansariyan me Mukesh Sini ke makan se Pankaj Gupta ke makan ki aur sadak ka nirman karya.

Earthwork in cutting or in embankment in ordinary soil, excavation to be done from regular pits not exceeding 1/2 M. in depth and work embankment to be in 20 cm layer including ramming and dressing the surface to required levels and slopes and also including 1.5M lifts and 30 M Lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30M distance as directed by the Engineer-in-charge, for small works /Abadi area.(where machine can not move).SI.No. 253(a)/2022 As per G.O. rate (78 - 5% = 74.10)

Cartage of Ballast, Kankar, Coal, Grit or Sand etc. including loading & unloading but excluding stackings on pucca roads (SI No. 231a/2022) up to 2 km Distance As per G.O. rate (124.80 - 5% = 118.56)

Construction of Granular sub-base providing coarse graded maternal Grade-1 (Table no 400-2). Spreading in unifrorm in layes with motor grader on prepared surface, mong by Mix in place method with rotavator at OMC, and compacting with smooth wheeled roller to achive the desired density, complete as per Clause 401 of MORT&H (A.R.) As per G.O. rate (2234 - 5% = 2217.30)

Concrete with 4cm. gauge brick ballast, coarse sand of 2.20 F.M and cement in proportion of 8:4:1 in foundation and under floors, including supply of all materials, labour, T&P etc. required for proper completion of the work.(SI.No.275/2022) As per G.O. rate (3315 - 5% = 3149.25)

M-150 brick work in 1:4 cement and coarse sand of 1.25 fineness modulus mortar in foundation and plinth including supply of all material, labour T&P etc. required for proper completion of the work as per direction of the work as per direction of Engineer-in-charge.(SI.No.305a/2022) As per G.O. (4690 - 5% = 4455.50)

12mm thick cement plaster with 1:4 cement and fine sand of 1.25 FM mortar over brick work minimum thickness not to be less than 1cm including supply of all material, labour, tools and plants etc, required for proper completion of the work as per direction of Engineer-in-charge.(SI.No.584/2022) As per G.O. (165 - 5% = 156.75)

2.5 cm thick D.P.C. in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 10 mm graded stone grit) including water proofing material as instruction by the engineer in charge in proportion as specified by the manufacturer. (S.I. No 361/2022) (320 - 5% = 304)

Cement concrete with 2cm gauge approved stone grit, coarse sand & cement in proportion of 1:1.5:3 in cc pavment (thickness as per design) cement coarse & fine aggregate confirming to IS standred mixed in concrete mixer/plant of not less than 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed from work(steel channel) laying & fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work spreding the concrete with shovles. rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including hassion cloth for curring of concrete pavments for not less then 14 days, curing compound (Where specified) and water finishing to lines and grade includings supply of all materials, labour Tools &plants etc. required for proper completion of work and also includin complete shifting of Recron 38 fibre reinforcement materials etcl & concrete etc S.I. No. New Item 9/2022 As per G.O. rate (7300 - 5% = 6935)

S/F of sign Marble board (A.R.) (5000 - 5% =4750)