Ward No 04 Katriya Me Mandir Se Ram chandar Ke Ghar Hote Huye Jitendra Chauhan Ke Ghar Tak C.C. Marg Ka nirman Karya.

E/w excavation in foundaton in ordinary soil etc. as per S.I. No-251-120 Sl. No. 258A, 254 For LHS Drain cum Support Wall For RHS Support Wall

P.C.C. work in 1:4:8 with Cement, Fine Sand & Brick Ballast etc. For LHS Drain cum Support Wall For RHS Support Wall

M-150 B/work in 1:4 cement & c/sand mortar as per S.I.No- 305(b) For LHS construction of Drain cum Support Wall For RHS Support Wall

2.50cm. (1") thick damp proof coarse with cement concrete consisting of one part cement 1.5 parts approved coarse sand and 3 parts approved 13 mm. (1.5") graded stone grit and including water proofing materials as ordered by the Engineer-in-charge in the proportion as specified by the manufacturers. As per SOR Chp-7 Item No. 361 For Drean Bed Drain Wall Top

12 mm thick plaster with cement mortar in proportion of 1:2 cement and fine sand of 1.25 F.M. As per SOR Item No. 580 Drain Side Wall

CC Work Earthwork in embankment with carted earth away 5.0 km from site In Embankment Deduction For Excavated Earth

Construction of granular sub-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 roller to achieve the desired density, complete as per Technical Specification Clause 401.

Providing, laying, spreading and compacting stone aggregates of specific sizes 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 to the required density Grading 3 as per Technical Specification Clause 405. over GSB

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.22 M30 (Grade), coarse and fine aggregates conforming to IS: 383, miximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (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 continious operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days. For CC Road For Drain Cover

Mild steel or Iron work such as Plain/ Reinforced concrete as per PWD SOR SCH PWD 504. 1.00 % of concrete work in drain cover