Tender For Construction Of 6X5x4 M. Span Box Culvert At Dhuriya Pitch Road To Musahar Toli Link Road Km-2(500) In Distt. Kushinagar In Financial Year 2026- 27
Tender Value
1.24 Crore
Estimated cost
Bid Submission
30 Sep 2026
8 days left
EMD
8.20 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
Kushi Nagar → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of 6X5x4 M. Span Box Culvert At Dhuriya Pitch Road To Musahar Toli Link Road Km-2(500) In Distt. Kushinagar In Financial Year 2026- 27
BOQ
| Sl. No. | Item Description |
| 1 | Diversion Work:- Construction of Embankment with material obtained from Boorrow Pit with a lift of 1.50 m. and transporting upto site. spreading,grinding to required slope and compacting to meet requirement to table no. 30.1 and 300.2 with lead upto 3 Km. as per clause 301.5(GST will be paid extra as applicable) |
| 2 | Providing and laying of 1000 mm dia Hume Pipe(GST will be paid extra as applicable) |
| 3 | 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.(GST will be paid extra as applicable) |
| 4 | Dismantling Work:- Dismantling Brick / Tile work/ rubble masonary/ pitching/ etc by mechanical means . (GST will be paid extra as applicable) |
| 5 | dismantling RCC (GST will be paid extra as applicable) |
| 6 | Bridge Work:- Excavation of foundation in soil mixed with morram or single or Kankar including lift upto 1.5m and lead upto 30m and including filling watering and ramming of excavated earth into space between the aboutment and side of foundation trenches or into the plingth and removal & disposal of surplus earth as directed by E/I upto distance of 30m from the foundation trenches as per S.I. no. 252 sides of foundation removal & disposal of surplus earth (SL No 251).(GST will be paid extra as applicable) |
| 7 | Granular Sub-Base with Coarse Graded Material (Table:- 400- 2) Construction of granular sub-base by providing coarse 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 clause 401. |
| 8 | Plain cement concrete M15 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. |
| 9 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. R CC Grade M30 using batching plant transit mixer & manual placing |
| 10 | Plain/Reinforced Cement Concrete for wall & slab etc. complete as per Drawing and Technical Specifications. RCC Grade M30 using batching plant transit mixer & Concrete pump |
| 11 | Plain/Reinforced Cement Concrete for wall & slab etc. complete as per Drawing and Technical Specifications. RCC Grade M35 using batching plant transit mixer & Concrete pump. |
| 12 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. |
| 13 | Providing GSB filter media behind the abutment and wing wall including filling compacting etc. complete for proper completion of work. |
| 14 | Providing weep holes in brick masonry/stone masonry plain/reinforceed concerete abutment. Wing wall, return wall with 100mm dia AC Pipe extending through the full width of the structure slope of 1(V)20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 (including cost of materials) |
| 15 | Protection Work:- Excavation of foundation in ordinary soil (Ioam clay or sand) including lift up to 1.50 meter and lead up to 30meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge up to a distance of 30 meters from the foundation trenches.as per S.I. No. 251(GST will be paid extra as applicable) |
| 16 | Providing and laying stone boulder pitching on apron and toe laid over dry bed including boulder as per drawing and Technical specifications .(GST will be paid extra as applicable) |
| 17 | Supply and fixing of sign board(GST will be paid extra as applicable) |
| 18 | Road Work- Earth work in cutting in embankment in ordinary soil (Loam, Clay or sand) excavation to be in the form of pit not exceeding 50 cm in depth and earth work in embankment to be in 20 cm layers, including the ramming & dressing the surface to required levels and slops and also including 1.50 meter lift and 30meter lead. the earth from cutting to be used in making embankment or to be deposited as spoil bank within 30m distance as direction by the Engineer in charge. in diversion.(GST will be paid extra as applicable) |
| 19 | Providing,laying and spreding material on a prepared Sub grade adding cement @ 2% by wet to the spred material manually mixing in aplace Rotavator and compcting with the road roller at OMC to achive the desired unconfined Compressive strength and to form a Layer of Sub Base |
| 20 | Providing,laying and spreding material on a prepared Sub Base, cement @ 4% by wet to the spread material manually mixing in place Rotavator and compcting with the road roller at OMC to achive the desired unconfined Compressive strength and to form a Layer of Base. |
| 21 | Providing and applying tack coat with emulsion/bitumen (VG-10) using emulsion/bitumen pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous/granular surface treated with primer & cleaned with hydraulic broom as per Technical Specification Clause 503 (Including all taxes required & including Cost of bitumen VG-10) |
| 22 | Providing, 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 three wheeled roller 8-10 tonne capacity, finished to required level and grades. to be followed by seal coat of type C as per technical specification clause 508. (Including all taxes required and hire charges of road roller & including Cost of bitumen ) |
| 23 | Providing and laying seal coat by manual means with VG-10 Grade 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 (Including all taxes required and hire charges of road roller & including Cost of bitumen ) |
| 24 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. The retro reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67 : 2012 & Proof of the same in form of government report shall be uploaded while quoting tender.(x) 30x90cm (Left/Right) Object Hazard |
| 25 | Road Sefty Work- 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 Rmt 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..(GST will be paid extra as applicable) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 19, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysSep 30, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
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