NAGAR PANCHAYAT PURDILNAGAR KE MOHALLA JALESARI GATE MAI HASAYAN BYPASS ROAD SE BHASKAR KE SCHOOL TAK NALI EVM CC ROAD NIRMAN KARY

Excavating, supplying and filling of local earth by mechanical transport upto a lead upto 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. S.I.No. 8 DSR No. 2.25(a)

Providing, laying, spreading and compacting stone aggregates of specific sizes 63mm to 45mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 KN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding material to fill-up the interstices of coarse aggregate, watering and compacting 7.50cm thickness to the required density Grading-2 as per Technical Specification Clause 405.

Providing, laying, spreading and compacting stone aggregates of specific sizes 53mm to 22.4mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting 7.50cm thickness to the required density Grading 3 as per Technical Specification Clause 405.

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) (1:1.5:3) 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.

Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer Incharge upto a distance of 30m from the foundation trenches by Hydraulic excavator/ manual means. as pwd si.no. 251

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

M-100 Brick work in 1:4 (One cement & Four Coarse sand) mortar i/c all material labour T&P etc. complete. DSR Sp No. 6.1.1 Ch. 6

Providing and laying cement concrete in 1:1.5:3 (1 Cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) including supply of all material, labour and T &P etc. required for proper completion of the work. As dsr no. 4.1.2

12mm thick Plaster in 1:4 (One cement & four coarse sand sand) mortar i/c all material labour T&P etc. complete.S.I.No. 584 Ch. 13

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) .(SOR -5.1.2a)

Steel reinforcement for RCC work i/c straightening, cutting, bending, placing in position and binding all complete TMT bar as DSR no.- 5.22.6 CH-10