Construction Of Bridge Across Paras (Kansh) River At Gram Khartanga To Kamalpur In Marasilli Panchayat, Bharno Block Of District Gumla.
Tender Value
3.17 Crore
Estimated cost
Bid Submission
25 Jan 2022
0 days left
EMD
6.36 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
bharno → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Bridge Across Paras (Kansh) River At Gram Khartanga To Kamalpur In Marasilli Panchayat, Bharno Block Of District Gumla.
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 | ii) Ordinary Soil (Excavation 3m to 6m depth) |
| 3 | i) Ordinary rock (not requiring blasting) |
| 4 | Hard Rock (blasting prohibited) |
| 5 | Plain/Reinforced cement concrete (PCC Grade M15) in open foundation complete as per drawing and technical specifications. |
| 6 | Plain/Reinforced cement concrete (RCC Grade M25) in open foundation complete as per drawing and technical specifications |
| 7 | Filling Annular Space Around footing in Rock (Lean cement concrete 1:3:6 nominal mix). |
| 8 | Supplying, fiiting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications. |
| 9 | Plain/Reinforced cement concrete (RCC Grade M25) in substructure complete as per drawing and technical specifications. |
| 10 | Supplying, fiiting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification. |
| 11 | 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. |
| 12 | 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. |
| 13 | 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 accessrories as per drawing and Technical Specifications. |
| 14 | Furnishing and placing Reinforced/Prestressed cement concrete (RCC Grade M30) in super-structure (for T-beam & slab) as per drawing and Technical Specification. |
| 15 | Reinforced cement concrete in approach slab including reinforcement and formwork complete as per drawing and Technical specification |
| 16 | Providing and laying cement concrete wearing coat M-30 grade including reinforcement comlete as per drawing and Techncial Specifications. |
| 17 | Supplying, fiiting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specification. |
| 18 | PCC M15 Grade levelling course below approach slab complete as per drawing and Technical Specification. |
| 19 | Strip Seal Expansion Joint (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 instructions for installation.) |
| 20 | Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance to vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space betweenvertical post for expansion, complete as per approved drawings and technical specifications. |
| 21 | Drainage Spouts complete as per Drawing and Technical Specification. |
| 22 | Back filling behind abutment, wing wall and return wall (with Sandy Material) complete as per drawing and Technical specification |
| 23 | CONSTRUCTION OF 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 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and corss sections.) |
| 24 | 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)Rolling with Vibratory roller |
| 25 | Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials deposited at site from roadway cutting and excavation from dain and foundation of other structures graded and compacted to meet requirement of table 300-2)Rolling with Vibratory roller |
| 26 | 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.) |
| 27 | Granular Sub-Base (Shoulder) with Coarse Graded Material Gr-IConstruction 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. |
| 28 | Granular Sub-Base (Carriageway) with Coarse Graded Material Gr-IConstruction 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. |
| 29 | Water Bound Macadam Grading 1Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes / Smooth 3 wheeled Steel Roller in stages to proper grade and camber, applying and brooming requisite type of scrrning /binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. |
| 30 | Water Bound Macadam Grading 2Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes / Smooth 3 wheeled Steel Roller in stages to proper grade and camber, applying and brooming requisite type of scrrning /binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. |
| 31 | Providing, laying and rolling of built-up-spray grout layer over prepared base consisting of a two layer composite construction of compacted crushed coarse aggregates using motor grader for aggregates. Key stone chips spreader may be usedwith application of bituminous binder after each layer, and with key aggregates placed on top of the second layer to serve as a Base conforming to the line, grades and cross-section specified, the compacted layer thickness being 75mm) |
| 32 | Prime coat (Providing and applying primer coat with bituminen emulsionon on the prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.6kg/sqm using mechanical means) |
| 33 | Tack coat (Providingand applyingtack coat with bitumen emulsionon pressure distributorat the rate of 0.2kg/sqmon the prepared surface of bituminous/granular Base cleaned with mechanical broom) |
| 34 | Open graded Premix surfacing (Providing,laying and rolling of open graded premix surfacing of 20 mmthickness composed of 13.2 mm to 5.6 mm aggregateseither using penetration grade bitumen or cut back or emulsion to required line,grade and level to serve as wearing course on previously prepared base, including mixing in suitable plant,laying and rolling with smooth wheeled roller 8-10 tonne capacity,finished to required level and grade) |
| 35 | Seal Coat (Providing and laying seal coat sealing the voids in bituminous surface laid to the specified levels,grade andcross fall using Type A seal coats. |
| 36 | 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.) |
| 37 | CONSTRUCTION OF GUARD WALLEarth 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. |
| 38 | Plain/Reinforced cement concrete (PCC Grade M15) in open foundation complete as per drawing and technical specifications. |
| 39 | Reinforced cement concrete (RCC Grade M25) in open foundation complete as per drawing and technical specifications. |
| 40 | Reinforced cement concrete (RCC Grade M25) in substructure complete as per drawing and technical specifications.(Stem) |
| 41 | Supplying, fiiting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications. |
| 42 | Supplying, fiiting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification. |
| 43 | 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. |
| 44 | CARRIAGE OF MATERIALSCement,Gumla 30 Km.(P) + 0 Km (K) . |
| 45 | Steel,Gumla 30 Km.(P) + 0 Km (K) . |
| 46 | Sand,Local 5 Km.(P) + 0 Km (K) . |
| 47 | Chips,Karaundi (Gumla) 55 Km.(P) + 0 Km (K) . |
| 48 | Aggregate,Karaundi (Gumla) 55 Km.(P) + 0 Km (K) . |
| 49 | Moorum,Local 7 Km.(P) + 1 Km (K) . |
| 50 | Bitumen ,Bokaro 200 Km.(P) + 0 Km (K) . |
| 51 | GST @ 12% |
| 52 | Labour cess @ 1% |
AI Tender Summary
Tender Timeline
Jan 17, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedJan 25, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 28, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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