09 - Ward no. 16, Mo. Raghuveer Ganj mein Sanjay Gupta se sarkari school evam Sadhana Saxena tak naali va sadak nirmaan evam uchchikaran kaarya.

Brick work with common burnt clay F.P.S. (non madular) bricks of class designation M 150 in 1:4 cement & coarse sand (in foundation and below plinth level)

providing and laying cement concrete 1:2:4 ( 1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) including supply of materials complete all as per S.I. No.279 all work upto plinth level.

12 mm thick plaster in single coat of fair side of single of half brick wall for interior plastering upto floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80 mm.)

providing Laying and spreading and compacting graded stone aggregate Laying Using Mechnical paver to wet mix macadam specification including premixing the material withwater at OMC in mechanical mix plant carriage of moxed material by tipper to site laying in uniform layers with paver in sub- base on well prepared surface and compacting with vibratory roller to achieve the desired density as per MORTH specification.

Cement Concrete Pavement ( C.C. ROAD) construction of un- reinforcement plain cement concrete pavement over a prepared sub base with 43 grade cement , M-30 grade (1:1.5:3) coarse and fine aggregates conforming to IS 383 maximun size of coarse aggregates not exceeding 24 mm mixed in a concete mixer not of not lessthen .2 cum capacity and appropriate weight batcher using approved mixed design , laid in approved fixed side fromwork , spreading the concrete with shovels , rakes compacted using needle, screed and plate vibrators and finished in continious operation including provision of contraction and expansion joints applying debording strips primer, sealant admixtures as approved curing concrete slabs for 14 days , curing compound and water finishing to lines and grade as per drawing and technical specification clause 1501.

R.C.C. Work with cement approved coarse sand and 20 mm aggregates in the portion of 1:2:4 and including necesary centering and shuttering etc. Complete all strength of the concrete shell not be less then m-15 as per DSR 5.2.2(ii)

Steel Reinforcement for R.C.C. Work including straightening, cutting, bending,placing in position and binding all complete uptom plinth level. ( thermo mechanically treated bars of grade Fe-500D or more

GST