Construction Of Bridge Across Local Nala Between Karela Bandh Road To Behwatpur Primary School At Gram Behwatpur In Barharwa Block, District Sahibganj.
Tender Value
2.95 Crore
Estimated cost
Bid Submission
17 Oct 2022
0 days left
EMD
5.92 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
barharwa → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Bridge Across Local Nala Between Karela Bandh Road To Behwatpur Primary School At Gram Behwatpur In Barharwa Block, District Sahibganj.
BOQ
| Sl. No. | Item Description |
| 1 | CONSTRUCTION OF BRIDGEExcavation 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.)i) Ordinary Soil (Excavation upto 3.0m depth) |
| 2 | Plain/Reinforced cement concrete (PCC Grade M15 using batching plant & concrete pump) in open foundation complete as per drawing and technical specifications. |
| 3 | Plain/Reinforced cement concrete (RCC Grade M30 using batching plant, transit mixer & Concrete Pump) in open foundation complete as per drawing and technical specifications |
| 4 | Supplying, fiiting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications. |
| 5 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification |
| 6 | 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.Boulder laid dry without wire crates. |
| 7 | Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. |
| 8 | Plain/Reinforced cement concrete (RCC Grade M30 using batching plant, transit mixer & concrete pump) in substructure complete as per drawing and technical specifications. (Height upto 5m) |
| 9 | Supplying, fiiting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification. |
| 10 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return all with 100 mm dia AC pipe, extending through the full width of the structures with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical specifications. |
| 11 | Providing and laying of filter media with granular materials/tone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. |
| 12 | Furnishing and placing Reinforced/Prestressed cement concrete (RCC Grade M30 using Batching Plant, Transit Mixer and Concrete Pump) in super-structure (for solid slab) as per drawing and Technical Specification. |
| 13 | Supplying, fiiting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specification. |
| 14 | Providing and laying cement concrete wearing coat M-30 grade including reinforcement comlete as per drawing and Techncial Specifications. |
| 15 | Drainage spouts complete as per drawing and technical specifications Clause 1209 |
| 16 | PCC M15 Grade (using batching plant & concrete pump) levelling course below approach slab complete as per drawing and Technical Specification. |
| 17 | Reinforced cement concrete in approach slab including reinforcement and formwork complete as per drawing and Technical specification |
| 18 | Painting on concrete surface (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. )(Guard Stone -2.02 mx 0.6 = 1.212+0.05sqm at top = 1.262sqm.) |
| 19 | Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification. |
| 20 | Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. |
| 21 | Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm,covered with sealant complete as per drawing and technical specifications. |
| 22 | Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight |
| 23 | DISMANTLING WORKDismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffoling wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts of 1000 metres)Reinforced Cement Concrete Grade M-20 & above |
| 24 | Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffoling wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts of 1000 metres)Dismantling Brick/ Tile work/ rubble masonary/pitching/ etc. by mechanical means (By Mechanical Means) |
| 25 | Dismantling of Cement Concrete Pavement (Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) |
| 26 | CONSTRUCTION APPROACH ROADExcavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 1000 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and corss sections.) |
| 27 | Embankment Construction with Material Obtained from Borrow Pits (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) |
| 28 | Compacting original ground supporting embankment(Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.) |
| 29 | Granular Sub-Base with Graded Material (Shoulder) with Close Graded Material Gr-I (By Mix in Place Method)Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. |
| 30 | Granular Sub-Base with Graded Material (Carriageway) with Close Graded Material Gr-I (By Mix in Place Method)Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. |
| 31 | Wet Mix Macadam (Plant Mix Method)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. |
| 32 | Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous 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 compound, finishing to lines and grades as per drawing ) |
| 33 | Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting.(2x2x25 Nos. = 100 Nos.) |
| 34 | CONSTRUCTION OF RETAINING WALLEarth work in excavation of foundation (Depth upto 3 m) 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. |
| 35 | Plain/Reinforced cement concrete (PCC Grade M15 using batching plant & concrete pump) in open foundation complete as per drawing and technical specifications. |
| 36 | Reinforced cement concrete (RCC Grade M25 using batching plant transit mixture & concrete pump) in open foundation complete as per drawing and technical specifications. |
| 37 | Reinforced cement concrete (RCC Grade M25, height upto 5m) in substructure complete as per drawing and technical specifications.(Stem) |
| 38 | Supplying, fiiting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications. |
| 39 | Supplying, fiiting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification. |
| 40 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return all with 100 mm dia AC pipe, extending through the full width of the structures with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical specifications. |
| 41 | Providing and laying of filter media with granular materials/tone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. |
| 42 | CARRIAGE OF MATERIALSCement,Barharwa 22 Km.(P) + 0 Km (K) . |
| 43 | Steel,Barharwa 22 Km.(P) + 0 Km (K) . |
| 44 | Sand,Amrapara 79 Km.(P) + 0 Km (K) . |
| 45 | Chips,Modikola 29 Km.(P) + 0 Km (K) . |
| 46 | Boulder,Modikola 29 Km.(P) + 0 Km (K) . |
| 47 | Aggregate,Modikola 29 Km.(P) + 0 Km (K) . |
| 48 | GST @ 18% |
| 49 | Labour cess @ 1% |
AI Tender Summary
Tender Timeline
Oct 10, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedOct 17, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 19, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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