Tender For Construction Of A 5 × 6 Metre Minor Bridge And Approach Road At Datarngwa Ghat Over The Manwar River On Kodari–Garibajot Road, Including Periodic Renewal Work.
Tender Value
1.75 Crore
Estimated cost
Bid Submission
03 Oct 2026
8 days left
EMD
11 Lakhs
Bank guarantee accepted
Document Fee
2600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Gonda → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Construction Of A 5 × 6 Metre Minor Bridge And Approach Road At Datarngwa Ghat Over The Manwar River On Kodari–Garibajot Road, Including Periodic Renewal Work.
BOQ
| Sl. No. | Item Description |
| 1 | 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. |
| 2 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification. |
| 3 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 4 | Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M30. Foundation |
| 5 | Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M30. Sub Struture |
| 6 | Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M30. Super Structure |
| 7 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation/Substructure/Superstructure complete as per drawing and technical specifications.Foundation |
| 8 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation/Substructure/Superstructure complete as per drawing and technical specifications.Sub Struture |
| 9 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation/Substructure/Superstructure complete as per drawing and technical specifications.Super Structure |
| 10 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 11 | 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 |
| 12 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification |
| 13 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification |
| 14 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification |
| 15 | Boring & lowering of 100 mm dia PVC pipe for dewatering purpose as directed by E/I including supply of all material ,labours and T&P etc, required completion of the work.. |
| 16 | Running of 5HP pump for dewatering including arrangement of pump suction and delivery pipes and other accessories ar site including cost of POL |
| 17 | Driange spout complete as per drawing and technical specifcations clause 1209 |
| 18 | Construction of embankment with approved material obtained form borrow pits with a lift upto 1.5 m transporting to stite spreading, grading to required slope and compacting meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as Technical Specification Clause 301.5 |
| 19 | Providing, laying and spreading material on a preapared sub grade, adding cement @ 2% 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. |
| 20 | Provding, laying and spreading Material on a prepared sub base, 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/base. |
| 21 | Providing and applying tack coat with V.G.-10 Bitumen using distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 22 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508 |
| 23 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C, as per Technical Specification Clause 510 |
| 24 | 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 |
| 25 | 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. |
| 26 | 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 |
| 27 | 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 |
| 28 | Painting on concrete surface - Providing and applying 2 coats of water based cement paint to unplasterd concrete surface |
| 29 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including retroreflactive glass beads@ 250 gms per sqm area thickness of 2.5 mm is exlusive of suface applied glass beads as per IRC:35 the finished surface to be level uniform and free form streak and holes Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 24, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 03, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
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