MOHALLA AVANTIBAI NAGAR MEIN JAWAHARLAL KE MAKAN SE RAKESH KE MAKAN TAK INTERLOCK SADAK NALI NIRMAN KARYA

Earth work in excavation in trenches for foundation pipes cables etc in ordinary soil (Loan clay or sand) including lift upto 1.5Lead upto 50m & dressing of sides & ramming of bottom & disposal of surplus excavated earth as directed by the Engineer I/C within a lead of 50m.(As per S.l no.01,sch 251 of SOR)

Providing and laying in cement concrete 1:4:8 ( 1cement : 4 fine sand : 8 graded brick aggregate 40mm nominal size ) and curing comlete, including cost of formwork in foundation.(As per S.l no.3,sch 275 of SOR)

Class - 150 brick work in 1:4 cement & course sand mortar in foundation & plinth including supply of all materials , labour & tools and plants etc. required for proper completion of the work.(As per S.l no.1, 303 sch of SOR)

12mm thick cement Plaster with cement mortar in proportion of 1:4 cement and fine sand in single coat on fair side of single or half brick wall for interior plastering including arises, interior rounded angles chamfers and of rounded angles not exceeding 80 mm in grit and finished even and smooth.(As per S.l no.2,sch 13.4 of DSR)

Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). Including supply of all materials, water proofing compound, labour T&P etc. complete.As per S.no.04, 4.10 of S.O.R

CEMENT CONCRETE PAVEMENT(C.C ROAD) constructionof 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 fromwork (steel channel laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes compacted using needle, screed and plate vibrators and finished in continuous operation 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 (approved Quarri grit) Chapter 20 sl 23 SOR

R.c.c. Slab Work with cement approved coarse sand and 2 cm gauge approved stone ballast in the proportion 1:2:4 in R.c.c. excluding supply of reinforcement. S. No. 9(a) sch. P.w.d 283

Mild steel or iron such as in all r.c.c. work including benefit for proper completion of work and including supply of all metarials and labour etc. complete in all.(As per S.l no.3,sch 504 of DSR)