Tender For Construction Of 3X18.75 M Span Reinforced Cement Concrete Bridge, Approach Road, Additional Approach & Protection Work Over Kalyani River At Kuwarpur Dhema Link Road In District Barabanki.
Tender Value
4.52 Crore
Estimated cost
Bid Submission
30 Oct 2026
6 days left
EMD
9.05 Lakhs
Bank guarantee accepted
Document Fee
2714
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Barabanki → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of 3X18.75 M Span Reinforced Cement Concrete Bridge, Approach Road, Additional Approach & Protection Work Over Kalyani River At Kuwarpur Dhema Link Road In District Barabanki.
BOQ
| Sl. No. | Item Description |
| 1 | Providing and Constructing Temporary Island 24 m diameter for Construction of Well Foundation for Well. |
| 2 | Providing and constructing one span service road to reach island location from one pier location to another pier location |
| 3 | Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification. |
| 4 | Plain/Reinforced Cement Concrete(M-30) in Well Foundation (well curb) complete as per Drawing and Technical Specification |
| 5 | Plain/Reinforced Cement Concrete,(M-30) in Well Foundation (well steining) complete as per Drawing and Technical Specification. |
| 6 | Plain/Reinforced Cement Concrete,(M-30) in Well Foundation(false steining) complete as per Drawing and Technical Specification. |
| 7 | Plain/Reinforced Cement Concrete, in Well Foundation (bottom plug) complete as per Drawing and Technical Specification. |
| 8 | Plain/Reinforced Cement Concrete, in Well Foundation (inter plug) complete as per Drawing and Technical Specification. |
| 9 | Plain/Reinforced Cement Concrete, in Well Foundation (Top plug) complete as per Drawing and Technical Specification. |
| 10 | Plain/Reinforced Cement Concrete,(M-30) in Well Foundation (well cap) complete as per Drawing and Technical Specification. |
| 11 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications |
| 12 | 0 M - 3M Sinking of 5.5 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. |
| 13 | 3 M - 10 M Sinking of 5.5 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. |
| 14 | 10 M -20 M Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter |
| 15 | Sand Filling in Wells complete as per Drawing and Technical Specifications. |
| 16 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. |
| 17 | RCC (pier) Grade M30 using batching plant transit mixer & Concrete pump |
| 18 | Grade M30 using batching plant transit mixer & Concrete pump(abutment) |
| 19 | Grade M30 using batching plant transit mixer & Concrete pump(pier cap) |
| 20 | Grade M30 using batching plant transit mixer & Concrete pump(top beams) |
| 21 | M40 using batching plant transit mixer & Concrete pump(bearing pedestal) |
| 22 | seismic arrester |
| 23 | Back wall , wing wall & Parapet |
| 24 | Reinforcement Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 25 | 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. |
| 26 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC/PSC Grade M-40 |
| 27 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M-40 |
| 28 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC/PSC Grade M-40 |
| 29 | Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified |
| 30 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 31 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 32 | 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. |
| 33 | Drainage Spouts complete as per drawing and Technical specification |
| 34 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification |
| 35 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification |
| 36 | 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. |
| 37 | Providing and laying of Hume Pipe (1000mm) with collar in position including supply of materials , T & P required for proper completion of work as per direction of Engineer in charge. |
| 38 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with a all lifts and leads, transporting to site. Spreading, grading to required slpoe and compacting to meet required of table 300.1 and 300.2 as per Technical specification clause 303.1(Local earth) |
| 39 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all ifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 3002 with lead upto 1000 m as per Technical Specification Clause 303.1 1 km cartage |
| 40 | 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 2% cement (OPC) with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. |
| 41 | Providing, laying and spreading material on a prepared sub grade, adding cement @ 4% by weight to the spread material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base. |
| 42 | Providing and applying tack coat with Bitumen VG-10 using Prassur distributor at the rate of 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MORD specification Clause 503 and as per direction of Engineer-in-charge to completion of work. |
| 43 | Providing, laying and rolling of open-graded premix carpet of 20 mm thick compacted composed of 13.2 mm to 5.6 mm aggregates of approved quarry using bitumen (VG-10) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing by Mixol, laying and rolling with a three wheel 80-100 kN static roller, finished to required level and grades as per MORD Specification Clause 508 and as per direction of Engineer-in-charge to completion of work |
| 44 | Providing and laying seal coat Type-C to sealing the voids in a bituminous surface with 6.7 mm aggregates of approved quarry using bitumen (VG-10) to required laid to the specified levels, grade and cross fall as per MORD Specification Clause 510 and as per direction of Engineer-in-charge to completion of work. |
| 45 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 |
| 46 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203(Nominal mix 1:3.6 (Hand mixing) |
| 47 | Brick masonry in 1:4 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 |
| 48 | Providing and laying of 600mm dia hume pipe with collar in position including supply of materials , T & P required for proper completion of work as per direction of Engineer in charge. |
| 49 | Providing and laying of 350mm dia hume pipe with collar in position including supply of materials , T & P required for proper completion of work as per direction of Engineer in charge. |
| 50 | Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 |
| 51 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. |
| 52 | Providing concrete for plain/reinforced concrete Nominal mix 1:3.6 (Hand mixing) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 53 | Providing concrete for plain/reinforced concrete R.C.C grade M 20 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 54 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 |
| 55 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. |
| 56 | 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 |
| 57 | Providing and fixing of reflector Caution and reflector sign / direction board its painting , latter writing and diversion wall etc.Delinetor |
| 58 | Providing and fixing of reflector Caution and reflector sign / direction board its painting , latter writing and diversion wall etc.Delinetor Strip (LDS) on bridge |
| 59 | Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 |
| 60 | Providing and fixing rectro refelective sign board, ,Regulatory sign board etc Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 23, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysOct 30, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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