Tender For Construction Of Reinforced Cement Concrete Minor Bridge In Place Of Damaged Causeway At Km 11 Of Fatehpur-Belhara-Mahmudabad Road To Pataunja Via Chheda (Odr), Block Suratganj, District Barabanki
Tender Value
3.34 Crore
Estimated cost
Bid Submission
30 Sep 2026
14 days left
EMD
18.70 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 Reinforced Cement Concrete Minor Bridge In Place Of Damaged Causeway At Km 11 Of Fatehpur-Belhara-Mahmudabad Road To Pataunja Via Chheda (Odr), Block Suratganj, District Barabanki
BOQ
| Sl. No. | Item Description |
| 1 | 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 scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres asper. (SOR 692) |
| 2 | Construction of embankment/Shoulder 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. |
| 3 | Sand Filling in Wells complete as per Drawing and Technical Specifications. |
| 4 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 |
| 5 | Providing and laying of 3 Row RCC Hume Pipes NP-3 (SPIGOT) Culvert 900 mm. dia (NP-3) (SOR Chap-1 Material No. 22) |
| 6 | 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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. |
| 7 | 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. |
| 8 | RCC Grade M25 using Batching plant transit mixer & Concrete pump |
| 9 | Providing and laying Cement concrete wearing coat M-30 grade excluding reinforcement complete as per drawing and Technical Specifications |
| 10 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 11 | Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. M 20 GRADE |
| 12 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm 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 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications |
| 14 | Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concert bedding. |
| 15 | 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. |
| 16 | Providing, laying and spreading of graded stone aggregate (WMM) after mixing with 4% portland cement with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform single layer with paver as cemented base on sub base/subgrade (modified soil) and compacting with the road roller to achieve unconfined compressive strength as specified by Engr-in-charge (CTB 4%) |
| 17 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (WMM) 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. |
| 18 | Providing and applying tack coat with bitumen VG-10 at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. |
| 19 | Providing and laying bituminous concrete (BC- II) with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG- 30 @ 5.4 per cent 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 MORTH specification clause No. 507 complete in all respects |
| 20 | Type - A, \\"W\\" : Metal Beam Crash Barrier 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. (SOR Lucknow Cha. No. 26 MoRTH - 810 (8.23)) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 15, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 14 daysSep 30, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 14 daysTender Documents
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