Under District Gorakhpur, Construction of CC road and RCC drain from Musai house to Sector B intersection in Ward No 07 Nandanagar and in the associated streets, Lot No 7

Work

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, tansporting to site, spreading, grading to required slope and compacting to meet requirement to table 300.1 and 300.2 with a lead upto 8000 m as per Technical specification clause 301.5

Consolidation of sub granular sub base (GSB) by providing well graded material, specification in uniform layers with motor grade on prepared surface , mixing by mix in place method with ratav ator at OMC and compacting with smooth wheel roller to the desired density , complete as per technical specification clause 401

Providing, Laying, spreading and compacting stone aggregate G-3 of 53-22.4 mm size to WBM specifications including spreading in uniform thickness, hand picking, rolling with smooth wheel roller 80-100 KN capacity in stages to proper grade and camber, applying and brooming, stone screening to fill up interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405.

Construction of unreinforced, dowel jointed at expansion and construction joints only, plain cement concrete pavement, thickness as per design, over a prepaired 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, maximum 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 mixed design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film,wedges, steel plate, 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, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501 .

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 8000 m as per Technical Specification Clause 301.5 Sr. No.3.4 MORD 301.5 (For Side Patri)

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable materia Sr. No. 11.1 MORD 300

Providing concrete for plain cement concrete in 1:3:6 for open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Brick masonry work in 1:4 cement mortar in foundation complete as per drawing and technical specifications Clauses 600, 1202 & 1203

Providing and Laying of Interlocking (I Shape - 80mm) Concrete Block Pavements having thickness 80mm as per drawings and Technical Specification clause 1504