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| 1 | Excavation for Structures (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.Ordinary soil. Manual Means (Depth upto 3 m) (Without dewatering ) |
| 2 | Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1000 mm). |
| 3 | Providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing |
| 4 | Pile load test on single vertical pile in accordance with IS:2911(Part-IV). i) Initial and Routine load test. |
| 5 | Pile load test on single vertical pile in accordance with IS:2911(Part-IV). ii) Lateral load test. |
| 6 | (a) Providing an construcyion of temporary island to accommodate pile rig and other accessories including casting of pile cap, all complete in depth of water up to 400 cm. |
| 7 | Providing and constructing one span service road to reach island location from one pier location to another pier location. |
| 8 | Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification. RCC Grade M35. i) Case-I: Using concrete mixer. |
| 9 | Levelling course for Pile cap. |
| 10 | Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications. (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2. |
| 11 | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. N) Without plasticiser. H) RCC Grade M35. a) Height upto 5m. Case-I: Using concrete Mixer. |
| 12 | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. N) Without plasticiser. H) RCC Grade M35. b) Height 5m up to 10.0m, Case I: Using concrete Mixer. |
| 13 | Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications (i) 'TMT CRS ( Fe-500)reinforcement bar |
| 14 | Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. |
| 15 | 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 specification. |
| 16 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. A) Granular material |
| 17 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork. N) Without Plasticiser. B) RCC Grade M25. Case-I: Using Concrete mixer. i) For solid slab super-structure. a) Height upto 5m. |
| 18 | Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications.(i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2. |
| 19 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. |
| 20 | Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. |
| 21 | Drainage Spouts complete as per drawing and Technical specification. |
| 22 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification. |
| 23 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification, (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 |
| 24 | Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation. |
| 25 | 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 Sq.m. (B) For RCC Railing |
| 26 | 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 Sq.m. (A) For Plain surface |
| 27 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. Stone/Boulder. |
| 28 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. |
| 29 | Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighting not less than 40Kg each. |
| 30 | Construction of temporary Bamboo bridge of 3.70m clear road way with Bholuka or Barua Bamboo post 5nos. in each rows driven at least180cm. below ground level and rows not more than 150cm apart from center to center Bholuka or Barua Bamboo dham longitudinal groth both closely placed and tied with half bamboo 90cm to 120cm apart in both layers and ttwo layers of jati bamboo chattais ( top layer should be digonally woven), 70 mm to 100 mm thick brushwood in between chattias should be tied with half jati bamboo on both ends, bamboo railing with bholuka or barua bamboo post placed at150cm apart jati or betua bamboo hand rails of two lines both side of every alternate rows.All tying must be done with cane or coir string and only mature bamboo should be used in work. |
| 31 | 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 requirment of table 300-2 ( including compensation of earth.)( Including cost of testing of materials at site and laboratory as directed by the deptt. (a) from private land. |
| 32 | Construction of subgrade 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 (300-2) ( including compensation of earth.)(a), ( Including cost of testing of materials at site and laboratory as directed by the deptt. (a) from private land. |
| 33 | 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. |
| 34 | 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 sb-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density ( including carriage up to initial lead of 5.0 km from quarry and carriage of mixed materials up to 10.0 Km initial lead from mixing plant |
| 35 | 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/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as directed by the deptt. (I)With Bitumen emulsion CSS-1h. (a) Normal bituminous surface. |
| 36 | Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix 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 MoRT&H specification clause No. 507 complete in all respects) ( including carriage up to initial lead of 5.0 km from quarry and carriage of mixed materials up to 10.0 Km initial lead from mixing plant ) (Including cost of testing of materials at site and laboratory as directed by the deptt.(a) With hydrated lime/cement as filler ( refer table 500-9 of MoRT&H specification) (I) with 60/70 or VG-30 grade bitumen(i) for Grading I ( 40 mm nominal size ) |
| 37 | Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix 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 MoRT&H specification clause No. 507 complete in all respects) ( including carriage up to initial lead of 5.0 km from quarry and carriage of mixed materials up to 10.0 Km initial lead from mixing plant ) (Including cost of testing of materials at site and laboratory as directed by the deptt.(I) with 60/70 or VG-30 grade bitumen(i) for Grading I ( 40 mm nominal size ) |
| 38 | Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller) (including carriage up to initial lead of 5.0 km) (The penetration grade bitumen shall have kinematic viscosity lying in the range 1x104 to 7x105 centistokes) (Including cost of testing of materials at site and laboratory as directed by the deptt. (a) Without anti stripping agent. (I)' Paving bitumen 60/70 or VG-30 grade. Case-II: 13 mm nominal size chipping. Please Enable Macros to View BoQ information |
