Tender For Construction Of Approach Road & Protection Work On Both Side Of A New Bridge To Replace The Old One Over The Chhoti Gandak River On Hattimpur Connecting Road (Along The Old Section Of Nh-28) In District Deoria.
Tender Value
1.54 Crore
Estimated cost
Bid Submission
21 Aug 2026
24 days left
EMD
9.74 Lakhs
Bank guarantee accepted
Document Fee
11800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Deoria → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Approach Road & Protection Work On Both Side Of A New Bridge To Replace The Old One Over The Chhoti Gandak River On Hattimpur Connecting Road (Along The Old Section Of Nh-28) In District Deoria.
BOQ
| Sl. No. | Item Description |
| 1 | Approaoch Road Work |
| 2 | Clearing and Grubbing Road LandClearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. |
| 3 | Construction of Embankment with Material obtained from BorrowpitsConstruction 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. (Reference of Sr. No 3.16 MORTH Specification 305) |
| 4 | 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 (Reference of Sr. No 4.1 MORTH Specification 401A) |
| 5 | Water Bound Macadam G-II Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. (Reference of Sr. No 4.11 MORTH Specification 404 A ii) |
| 6 | Water Bound Macadam G-III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. (Reference of Sr. No 4.11 MORTH Specification 404 A iii) |
| 7 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means. (Reference of Sr. No 5.1 MORTH Specification 502 A) |
| 8 | Tack Coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. (Reference of Sr. No 5.2 MORTH Specification 503 i) |
| 9 | Open - Graded Premix SurfacingProviding, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.Case - II: Open-Graded Premix Surfacing using cationic Bitumen Emulsion (Reference of Sr. No 5.7 MORTH Specification 510) |
| 10 | Seal Coat - Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats (Reference of Sr. No 5.9 MORTH Specification 511ii) |
| 11 | GSB below Pever Vlock soling |
| 12 | Pever block soling |
| 13 | Protection Work |
| 14 | Excavation of foundation in ordinary soil (loamclay or sand) including lift upto 1.50 meter and lead up to 30 meter and including filling watering and ramming of excavated earth into the trenchess or into the space between the building and sides of foundation trenches or int ot the plinth and removal and diposal of surplus earth as directed by the engineer in charge up to a distance of 30 meters from the foundation trenches as per Sl. No. 251 (as per SOR Sl. No 251) |
| 15 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification (Reference of Sr. No 15.5 MORTH Specification 2504) |
| 16 | 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 (Reference of Sr. No 15.4 MORTH Specification 2504) |
| 17 | Providing and laying Pitching on slopes laid over prepared filter media including Launching apron laid dry in front of toe of embankment complete as per drawing and Technical specifications (Reference of Sr. No 15.4 MORTH Specification 2504) |
| 18 | Toe Wall |
| 19 | K.C. Drain |
| 20 | Chute Drain Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 22, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 21, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 24 daysAug 21, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 24 daysTender Documents
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