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| 1 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (As per MORT&H) SI-15.01-B-(i) |
| 2 | Sand Filling in foundation trenches as per drawing and technical specification (As per MORT&H) SI-15.03 |
| 3 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.PCC Grade M15 using batching plant & manual placing (As per MORT&H) SI-15.11,A-Case-II |
| 4 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (As per MORT&H) SI-15.11,E-Case-II |
| 5 | Plain/Reinforced Cement Concrete for wall & slab etc. complete as per Drawing and Technical Specifications.(As per MORT&H) SI-15.12-B |
| 6 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.(As per MORT&H, SI-15.13) |
| 7 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. Ref.(As per MORT&H, SI-15.14) |
| 8 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification(As per MORT&H, SI-15.15-B Case-II) |
| 9 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification(As per MORT&H, SI-15.16) |
| 10 | Drainage Spouts complete as per drawing and Technical specification(As per MORT&H, SI-15.17) |
| 11 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications(As per MORT&H, SI-15.18) |
| 12 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.(As per MORT&H, SI-9.01B(i)) |
| 13 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification(As per MORT&H, SI-9.03) |
| 14 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.PCC Grade M15 using batching plant & manual placing (As per MORT&H) SI-15.11,A-Case-II |
| 15 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.(As per MORT&H) SI-15.01 A |
| 16 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification (As per MORT&H, SI-15.23A) |
| 17 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications(As per MORT&H, SI-13.40A) |
| 18 | Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. (As per MORT&H, SI-15.21) |
| 19 | Painting two coats after filling the surface with synthetic enamel paint bridge No. and span arrengment as per directed by engineer (as per MORT&H-15.25) |
| 20 | Road Delineaters (Supplying and installation of delineators (road way indicators hazard marker object markers) 80-100 cm high above ground level painted black and white in 15 cm wide stripes, fitted with 80x100mm rectangular or 75mm dia circular reflectorised panels at the top buried or pressed into the ground andconfirming tol IRC-79 and the drawings |
| 21 | Dismantling reinforced cement concrete or reinforced brick work, including stacking ofdismantled materials as directed by the Engineer-in-charge within a dislance of 60 metres(200 ft)(As per SOR No.694) |
| 22 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.(As per MORT&H, SI-3.17) |
| 23 | Providing and laying NP-4 pipe of 1000mm dia in road diversion (As per MORT&H, SI-9.04A) |
| 24 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401(As per MORT&H, SI-4.01-B) |
| 25 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.(As per MORT&H, SI-3.17) |
| 26 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2(As per MORT&H, SI-3.18) |
| 27 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401(As per MORT&H, SI-4.01-B) |
| 28 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.(As per MORT&H, SI-4.14-B) |
| 29 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.(As per MORT&H, SI-5.01-A-i) |
| 30 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.(As per MORT&H, SI-5.02-A-ii) |
| 31 | Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller, finished to required level and grades. |
| 32 | Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 200 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade. Please Enable Macros to View BoQ information |
