Ward No. 12 mein Bankebihari Bihari ke plot se Kishanpal Singh ke makan tak naali evam CC road nirman karya.

Excavating, supplying and filling of local earth by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. Pwd Sl No. 8 ch.-4

Providing and laying cement concrete in 1:4:8 (1 Cement : 4 Coarse sand : 8 graded stone aggregate 40 mm nominal size) including supply of all material, labour and T&P etc. required for proper completion of the work. In Foundation as pwd si no. 275a

Providing and laying in position specified grade of reinforcement cement concrete including the cost of centering, shuttering finishing and excluding reinforcement including supply pf all materials ,labours and T&Petc required for proper completion of the work 1:1.5:3 (1 Cement : 1.5 Coarse sand: 3 Graded stone aggregate 20 mm nominal size) Sl No. 6a ch.-5

Supply ,fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specification Clauses1010 & 1202. (Rate as per analysis)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation-100 in foundation and plinth in 1:4 (One cement & Four Coarse sand) pwd Sl No. 1 ch.-6

Providing and laying cement concrete in 1:2:4 (1 Cement : 2 Coarse sand : 4 graded stone aggregate 20 mm nominal size) including supply of all material, labour and T&P etc. required for proper completion of the work. All work upto plinth level. pwd si no. 279

12mm thick Plaster in 1:4 (One cement & four coarse sand sand) mortar i/c all material labour T&P etc. complete.pwd si no. 584

Construction of gravel/soil aggregate base by providing well graded material, spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel 80-100 KN static roller to achieve the desired density, complete as per Technical Specification Clause 402 (Rate as per analysis)

Providing and laying cement concrete in 1:3:6 (1 Cement : 3 Coarse sand : 6 graded stone aggregate 40 mm nominal size) including supply of all material, labour and T&P etc. required for proper completion of the work. In Foundation as pwd si no. 280

CEMENT CONCRETE PAVEMENT (C.C ROAD) construction of un-reinforced plain cement concrete pavement thickness as per design, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M 30 (grade) coarse and fine aggregates conforming to IS 383 maximun size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed side from work (steel channel laying and fixing of 125 micron thick plastic sheet, wedges steel plates including levelling the form work as per drawing) spreading the concrete with shovels, rakes compacted using needle, screed and plate vibrators and finished in continuous opration including provision of contraction and expansion construction joints applying debonding strips primer, sealant admixtures as approved curing concrete slabs for 14 days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501. pwd Sl No. 5 ch.-5