Tender For Construction Of A Bridge With A 2M X 3M X 3M Span, Along With Approach Roads And An Additional Approach Road, Over The Joriya Nala At The Nariyavan-Modra Border In Pura Bazar Development Block, Ayodhya District.
Tender Value
96 Lakhs
Estimated cost
Bid Submission
16 Oct 2026
13 days left
EMD
6.80 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
Ayodhya → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of A Bridge With A 2M X 3M X 3M Span, Along With Approach Roads And An Additional Approach Road, Over The Joriya Nala At The Nariyavan-Modra Border In Pura Bazar Development Block, Ayodhya District.
BOQ
| Sl. No. | Item Description |
| 1 | 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. |
| 2 | Providing concrete for plain/reinforced concrete (1:3:6) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 3 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 RCC M 30 |
| 4 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 |
| 5 | Supplying, fitting and placing un-coated Mild steel reinforcement complete as per drawing and technical specification |
| 6 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 |
| 7 | providing and fixing of Weep holes 100 mm dia AC pipe .etc complete |
| 8 | Back filling behind abutment, wing wall and retaining wall complete as per drawing and technical specification clause 710.1.4.of IRC:78 & 2200 |
| 9 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 |
| 10 | Construction of granular sub-base by providing Well graded material Grading-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with Smooth wheel roller to achieve the desired density, complete as per technical clause 401 |
| 11 | Providing, laying and spreading Material on a prepared 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 |
| 12 | Providing, 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. |
| 13 | Providing and applying tack coat with Bitumen using distributor at the rate of 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 14 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen 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 three wheel 80-100 KN static roller capacity, finished to required level and grades to be followed by seal coat Type C as per Technical Specification Clause 508. |
| 15 | Providing and laying seal coat by manual means with VG-10 bitumen 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 |
| 16 | Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. |
| 17 | Providing and laying of Hume pipeCulvert 350 mm dia i/c cartage Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 03, 2026
11:30 IST
Tender Published
Tender notice published.
TodayOct 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 13 daysOct 16, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 13 daysTender Documents
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