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| 1 | 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 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 |
| 2 | Earthwork in Excavation for structure 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 and disposal upto 50 m, dressing of sides of sides and bottom and backfilling in trenches with excavated suitable material earth ad directed by the Engineer in charge MORD SPEC NO 305.1 |
| 3 | Providing concrete for plain/Reinforced concrete in open foundation complete as per drawing and technical specification clauses 802,803,1202 &1203 Chap 11(11.4-800 &1200 iii) PCC M-10 |
| 4 | Brick masonary work in cement mortar in foundation complete execluding pointing and plastering as per drawing and technical specification clause 600,1202 & 1203 |
| 5 | GSB Grade-1Construction of granular sub-base by providing well graded material in widening portion and compacted thickness 10.00cm spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method at OMC, and compacting with smooth wheel roller to achieve the desired density. This work includes cost of all materials, labour, and hire charges of road roller, machinery, T&P etc complete. Complete work as per Technical Speicification Clause 401 (4.1) and as per direction of E/I. |
| 6 | WBM G-3 - Providing and laying in width 3.00m and compacted thickness 7.50cm spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber applying and brooming stone screening to fill-up the interstices of coarse aggregate watering and compacting to the required dencity. This work includes cost of all materials, labour, and hire charges of road roller, machinery, T&P etc complete. Complete work as per Technical Speicification Clause 405 (3) and as per direction of E/I. |
| 7 | 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 1501.2.2M 30 (Grade), coarse and fine aggregate 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 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 leveling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finshed in continous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing of concrete slab for 14-days, using curing compound (where specified) and water finishing to lines and grades as per drawing and Technical Specification Clause 1501 |
| 8 | Earthwork in Excavation for structure 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 and disposal upto 50 m, dressing of sides of sides and bottom and backfilling in trenches with excavated suitable material earth ad directed by the Engineer in charge MORD SPEC NO 305.1 |
| 9 | Providing concrete for plain/Reinforced concrete in open foundation complete as per drawing and technical specification clauses 802,803,1202 &1203 Chap 11(11.4-800 &1200 iii) PCC M-10 |
| 10 | Brick masonary work in cement mortar in foundation complete execluding pointing and plastering as per drawing and technical specification clause 600,1202 & 1203 |
| 11 | Plastering with cement mortar(1:4) 15mm thick on substructure as per technical specification clause 613.4 & 1204 |
| 12 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 |
| 13 | Supplying, fitting, and placing MS bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202, for Bars below 36 mm dia including over laps and wastage, where they are not welded.(M-125) 1000,13.2 Please Enable Macros to View BoQ information |
