Hazira Aligarh Parvati Devi Parshad ke Ghar ke Nikat Char Galiyo Mai Marg Nirman Karya.

Construction of embankment 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 Tables 300.1 and 300.2 with a lead upto 8000 m as per Technical Specification Clause 301.5

Earthwork in excavation in ordinary soil 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, for depth up to 1.5m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Providing concrete Nominal mix 1:5:10 for Cement concrete (1 Cement : 5 Coarse sand : 10 Stone Aggregate ) in open foundations complete as per drawings and technical specifications

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

Providing concrete for cement concrete of Nominal mix (1:2:4) with cement, coarse sand and stone aggregate in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Plastering with cement mortar (1:4), cement and coarse sand 12 mm thick on brick work in substructure as per technical specification Clauses 613.4 & 1204

Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheeled roller to achieve the desired density, complete as per clause 401.

Providing, laying, spreading and compacting stone aggregates of specific sizes 22.4-53mmto water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, crushable screening to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification Clause 405.

Construction of 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 confirming to IS 383 maximum size of coarse aggregates not exceeding 25mm mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weight batcher using approved mix, laid in approved fixed side form work (steel channel) laying and fixing of 125 micron thick plastic sheet,wedges steel plates including levelling the form 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, sealent admixture as approved curing complete slabs for 14 days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501 as per MORD 6.4 (1500)

Providing concrete for reinforced cement concrete of Nominal mix (1:1.5:3) with cement, coarse sand and stone aggregate in open foundations complete and excluding reinforcement as per drawings and technical specifications Clause 802, 803, 1202 & 1203