|
| 1 | PART- A MINOR BRIDGE (BOX CULVERT)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 & 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.RCC Grade M25 using batching plant transit mixer & manual placing. (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.RCC Grade M25 using batching plant transit mixer & Concrete pump. (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. (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-15.18) |
| 12 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification. (As per MORT&H , SI- 15.23-A) |
| 13 | 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- 16.01 A) |
| 14 | PART- B PROTECTION WORK OF MINOR BRIDGE (BOX CULVERT)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) |
| 15 | Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. (As per MORT&H , SI- 16.11) |
| 16 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications. (As per MORT&H-15.10- A) |
| 17 | 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-15.21) |
| 18 | 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) |
| 19 | Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight. (As per MORT&H-15.22-iv) |
| 20 | PART- C DISMENTLING OF OLD STRUCTUREDismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. (As per MORTH-2.04-iii) |
| 21 | PART- E APPROACH ROAD FOR MINOR BRIDGE (BOX CULVERT)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- 3.16) |
| 22 | 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-3.18) |
| 23 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (As per MORT&H - SI- 4.01-B) |
| 24 | 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 grader 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) |
| 25 | 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) |
| 26 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (As per MORT&H - SI- 5.02-A-ii) |
| 27 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. (As per MORT&H - SI- 5.04-A) |
| 28 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects.(As per MORT&H - SI- 5.05-B) Please Enable Macros to View BoQ information |
