Tender For Construction Of 2×2M 5Cell Box Culvert, Approach Road, And Additional Approach Road On The Jabda Nala In Village Sonwahe Under Rajya Yojna In Financial Year 2026-27.
Tender Value
1.59 Crore
Estimated cost
Bid Submission
12 Oct 2026
17 days left
EMD
10 Lakhs
Bank guarantee accepted
Document Fee
2715
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bahraich → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of 2×2M 5Cell Box Culvert, Approach Road, And Additional Approach Road On The Jabda Nala In Village Sonwahe Under Rajya Yojna In Financial Year 2026-27.
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5m. (5fts.) and lead upto 30m. (100fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-incharges upto a distance of 30m. (100 fts.) from the foundation trenches.. As Per SI No. 251. |
| 2 | Providing concrete for plain cement concrete 1:4:8 cement, fine sand and 40mm gauge brick ballast in open foundations complete As Per SI No. 275. |
| 3 | Providing and laying O.B.B. material underneath brick work in drain complete as per drawing and technical specifications Clause 1302 |
| 4 | Providing and laying reinforced cement concrete 600mm dia pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. |
| 5 | Providing and laying reinforced cement concrete 350mm dia pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. |
| 6 | Brick work with 150 class brick in cement mortor 1:4 cement and coarse sand in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work As Per SI No. 305 (b). |
| 7 | Pointing with cement mortar (1:3) on brick work in sub structure & super structure as per drawing and technical specification clauses 613.3, 1204 and 1208.4 |
| 8 | Excavation in Soil with By Hydrolic ExcavatorEarth work in Excavation of foundation of structures as per drawing and technical spesification of MORTH Item no 304 B 15.01 |
| 9 | Sand Filling in FDN complete as per Drawing and Technical Specifications. MORTH 304 SR No. 12.03 |
| 10 | PCC 1:3:6 in Foundation PCC nominal mix in Foundation with crusd stone Aggrigate 40 mm Nominal size Mechenicaly mix ,Placed in foundation and Compactiing by Vibration including Curing for 14 days. MORTH 2100 Sr No. 12.04 |
| 11 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical SpecificationsRCC Grade M30 using batching plant & manual placing( MORTH 1500,1700 &2200 Sr No. 13.05 G (q) |
| 12 | PCC Grade M20 Using Batching Plant ,Transit Mixher and Manual PlacingPCC Grade M20 using batching plant, transit mixer & manual placing (MORTH 1500,1700 & 2100 Case II Sr No. 9.06 B case II) |
| 13 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications MORTH 2702 Sr No. 14.04 |
| 14 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications MORTH 1600 &2200 Sr No. 13.06 |
| 15 | Providing Weephole in rainforcement concreet slab ,abutment,wing wall with 100 mm dia ac pipe extending through the full width of the structure with slop of 1V:20H towards drawing face ,complete as per drawing and specifacation as MORTH Spec 2706 and 2200 |
| 16 | Dewatering of ground water below spring level for excavation & foundation concreting and brick work including boring of pipe operational and running charge of Diesel pumps complete. |
| 17 | Drainage Spouts complete as per drawing and Technical specification MORTH 2705 Sr No. 15.17 |
| 18 | Back Filling Bihind Abutment , Wing Wall and Return Wall complete as per drawing and Specification MORTH 710.1.4.of IRC 78&2200 Sr No. 15.23 |
| 19 | 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 MORTH 2503 Sr No. 16.01 |
| 20 | Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. MORTH 800 Sr no. 14.16 |
| 21 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification MORTH 2504 Sr no. 16.05 |
| 22 | 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 MORTH 2503 Sr No. 16.01 |
| 23 | 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. MORTH 305 sr No. 3.16 Carted Earth |
| 24 | 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. MORTH 305 sr No. 3.16 |
| 25 | 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. |
| 26 | Construction of granular sub-base by providing well graded material, 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 (MORD) Technical Specification Clause 401. |
| 27 | Providing ,laying and spreading material on a prepared sub grade ,adding cement @ 2% by waight to the spread material manually mixing in place with rotavator and compacting with the road rollar at OMC to achive the desired unconfind compressive strength and to form a layer of base. |
| 28 | 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. |
| 29 | Providing and applying Tack coat with bitumen (V.G.-10) using bitumen distributor at the rate of 0.35 to 0.45 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 (iii) |
| 30 | Providing, laying and rolling of open - graded premix carpet of 20mm 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 of Type C as per (MORD) Technical Specification Clause 508. |
| 31 | 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 (MORD) Technical Specification Clause 510 |
| 32 | 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. |
| 33 | Construction of Subgrade and earthen 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. MORTH 305 sr No. 3.18 Carted Earth Please Enable Macros to View BoQ information 12.01 |
AI Tender Summary
Tender Timeline
Sep 25, 2026
11:30 IST
Tender Published
Tender notice published.
TodayOct 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 17 daysOct 12, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 17 daysTender Documents
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