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| 1 | 1. Earth work in fillingConstruction of Embankment with approved materials obtained from borrow pits, with all lift and leads transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 (including compensatio3n of earth) (including cost of testing of materials at site and laboratory as directed by the deptt.)a) Private land |
| 2 | 2. Sand Gravelling the road surfaceCollection and supply of Sand gravel containing 60% sand and 40% gravel at quarry free from disintegrated and flaky pieces vegetation or other dileterious matter and adherent coating etc. including cost of loading & unloading at road side, stacking in measurable stack as directed by the Deptt. including payment of forest royalty and sale tax etc. |
| 3 | Labour for spreading metal gravel/ granular material on the road surface as directed including dressing and cambering the formation and utilizing the loose earth in filling the depression as directed including carriage of gravel within 30 m |
| 4 | 3. CD Work: Construction of 2.00 m Span Slab culvert 2 Nos.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 material.I) Ordinary soilUpto 3 m depth |
| 5 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203A) With crushed stone I) P.C.C grade M 10Nominal mix 1:3:6 |
| 6 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5I) R.C.C grade M 20 I) For nominal mix 1:2:4a) Height upto 5 m |
| 7 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications clauses 800,1205.4 and 1205.5A) With crushed stoneI) For nominal mix 1:2:4a) Height upto 5 m |
| 8 | Drainage spouts complete as per drawing and technical specifications Clause 1209 |
| 9 | Filler Jointv) Providing and fillling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight. |
| 10 | Supplying, fitting and placing TMT (Fe-500D) reinforcement bar . (From Primary Producer: TATA/SAIL/Esser Steel/Jindal steel/Shyamsteel/RINL) in superstructure complete as per drawing and technical specification Clauses 1002, 1010 and 1202 |
| 11 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 |
| 12 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3A With crushed stone |
| 13 | 4. CD Work: Construction of 1000 mm dia culvert 2 Nos.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 material.I) Ordinary soilUpto 3 m depth |
| 14 | Bedding of pipeLaying concrete cradle bedding with M 15 Grade Cement Concrete as per Clause 1105 (i) |
| 15 | Plain Cement Concrete M 10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109 |
| 16 | Providing and Laying Reinforced Cement Concrete Pipe NP 3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.B) 1000 mm dia |
| 17 | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 Brick masonry in 1:3 cement mortar |
| 18 | Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204I) In 1:3 cement mortar |
| 19 | Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Please Enable Macros to View BoQ information |
