GRAM GOPALPUR DHUDHWAN MAI BRAJ MOHAN KE BAAG SE MANMOHAN KE GHAR TAK EWAM PRATHMIK VIDHYALY SE SATYA NARAYAN KE GHAR TAK INTERLOCKING ROAD EWAM NAALI NIRMAAN -UNCHAHAR LOT NO 03

Excavating, supplying, stacking and filling of local earth (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 foundation trenches, plinth, sides of foundation etc. complete for all lift DAR.2.25(A)

Earth work in surface excavation not exceding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plain including getting out and disposal of excavated earth upto 50 m and lift upto 1.50 m, as directed by Engineer in charge DAR.2.1.1

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All works upto plinth level.1:6:12.(S.I. no.273)

Brick work with common burnt clay (non modular)bricks of Class M-150 in 1:4 cement &coarse sand mortar In foundation & plinth (DAR.6.1.1

Construction of granular sub base by providing well graded materials, inclucing supply of all materials, labour and T&P etc. reqrired for proper completion of the work.

Providing and Laying of interlocking Concrete Block Pavement having thickness 80 mm as per drawing and technical Specification Clause 1504 (Exclusive G.S.B ).

Providing and Laying in Position concrete of soecified grade excluding the cost of centering and shuttering . All work in plinth level with 1:2:4 cement coarse sand 20mm stone grite SI No 4.1.2

Providing and Laying in Position concrete of soecified grade excluding the cost of centering and shuttering . All work in plinth level with 1:1.5:3 cement coarse sand 20mm stone grite SI No 4.1.2

12mm thick plaster with 1:4 cement & coarse sand mortar finishing with neat cement including all materials labour T&P etc. required for proper completion of the work. As Per DAR.13.4.1

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level. 1:1.5:3 (1 Cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) DAR 5. 1. 2

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.As Per DAR. 5. 22. 6

S/F of Sign board/ Inauguration Stone