Construction of CC road and drain from Suraj Nishad shop towards Ramkuti in Kalpi city

Construction of granular sub base by providing well graded material, spriding in uniform layers with motor grader on prepared surface mixing by mix in place method with roatvetor at OMC .and compacting with smooth wheel roaller to achieve the desiersd density, complet as per technical specification Clause 401

Construction of un-reinforced, dowel jointed, at expansion and construction Joint only, plain, cement concrete pave ment, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as oer clause 1501.2.2 M-30 (Grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed side formwork (steel channerl, laying and fixing of 125 micron thick polythene film, wedgesm steel plates including levelling the from work 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, do wek bars, near approaches to bridge/culvert and construction joints admixtures as approved, curing of concrete slabs for 14- days curing compund (where specified) and water finishing to lines and grade as per drawing and technical Specification Clause 1501

Earth work in excavation in Foundation in B.C. soil Lead up to 30 m and lift up to 1.50 m I/C all complete as per directed by Engineer in charge.

Filling of Stone Dust having P.I. less then 5 in foundation or for stabilization of sub grade I/c all completion of work.

1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) complete. CPWD Dehli Schedule of rates 2023 - 4.1.10.

Brick Masonary in 1:4 cement & fine sand mortar in foundation and plinth as per drawing ans as per direction in charge all complete .

Plaster 12 mm thick with cement, fine sand mortar in proportion of 1:4 in fair side of wall I/c all complete as directed by engineer in charge etc. DSR 2023- 13.4.1

P.C.C. work in 1:2:4 cement, coarse sand and 20mm gauge stone grit including all complete work etc. 11.4 MORD (iii) Specification 802, 803, 1202 and 1203

R.C.C. work in 1:1½:3 cement, coarse sand and 20mm gauge stone grit including all complete. (as per MORD) 11.4

M.S. or iron work (Tor or plain bar) in plain work such as R.C.C. /R.B. work I/c all complete as directed by engineer in charge. as per mord 11.7