Tender for Tender for Construction Of Bridge Over River Sengur On Bilraya - Panwadi Marg Sh-21 At Chainage 303.35 In District Auraiya Approach Road And Protection Work
Tender Value
4.84 Crore
Estimated cost
Bid Submission
08 Sep 2026
11 days left
EMD
9.68 Lakhs
Bank guarantee accepted
Document Fee
20000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Auraiya → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Bridge Over River Sengur On Bilraya - Panwadi Marg Sh-21 At Chainage 303.35 In District Auraiya Approach Road And Protection Work
BOQ
| Sl. No. | Item Description |
| 1 | Approach Road |
| 2 | 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) (MORT&H - 3.16 -305) |
| 3 | Plant Mix 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 ) (MORT&H - 4.1 B) |
| 4 | Wet Mix Macadam laying Using Mechanical Paver (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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.) (MORT&H -4.14 A - 406) |
| 5 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means (MORT&H- 5.1 - 502 A-I) |
| 6 | Dense Graded Bituminous Macadam-II (Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total 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. 505 complete in all respects.) (MORT&H - 5.4 - 505 B) |
| 7 | Tack Coat on Bituminous surfaces (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.) (MORT&H -5.2 - 503 - I) |
| 8 | Bituminous Concrete Grading -II (Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 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) (MORT&H - 5.5 - 507 B) |
| 9 | 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 811) (MORT&H - 8.23 -811 A) |
| 10 | Sign Board, Lettering and painting etc. (MORT&H - 8.4 801 & 8.11) |
| 11 | Protechtion Work |
| 12 | Earth Work excavation of Foundation in 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 back filling with approved materials (MORT&H - 12.1 -304) |
| 13 | Providing and Laying of Boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg eack completeas per drawing and technical specification (MORT&H - 5.4 A - 2504) |
| 14 | Providing and laying of Pitching Slopes laid over prepared filler media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications (MORT&H - 5.4 A - 2504) |
| 15 | Providing and laying of Filter materials underneath pitching in slopes complete as per drawing and technical specifications (MORT&H - 15.5 - 2504) |
| 16 | Construction Of K.C. Drain as per drawing and technical Specification |
| 17 | Construction Of Chute Drain as per drawing and technical Specification Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 27, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 08, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 11 daysSep 08, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 11 daysTender Documents
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