Tender For Construction Work In Amethi District-Including A 2X6m Span Reinforced Cement Concrete Box Culvert Over The Gulal Drain Between Baisda And Patkhauli, Approach Roads, Additional Approach Roads, Land Acquisition, And Protective Works
Tender Value
1.80 Crore
Estimated cost
Bid Submission
15 Oct 2026
7 days left
EMD
11 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
Sultanpur → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Work In Amethi District-Including A 2X6m Span Reinforced Cement Concrete Box Culvert Over The Gulal Drain Between Baisda And Patkhauli, Approach Roads, Additional Approach Roads, Land Acquisition, And Protective Works
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation of foundation of 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 backfilling with approved material. As per MORT&H Specification no. 304 (12.1). |
| 2 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification. |
| 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 |
| 4 | Plain/Reinforced Cement Concrete (PCC Grade M15 ) in Open Foundation complete as per Drawing and Technical Specifications. As per MORT&H Specification no. 12.8ACase-II |
| 5 | Plain/Reinforced Cement Concrete in Open Fondation complete as per Drawing and Technical Specifications.RCC Grade M25 |
| 6 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. As per MORT&H Specification no. 12.42 |
| 7 | Plain/Reinforced cement concrete (RCC M-30) in sub-structure complete as per drawing and Technical Specifications. As per MORT&H Specification no. 13.05 |
| 8 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications. As per MORT&H Specification no. 13.06 for wall |
| 9 | Furnishing and Placing Reinforced/ Prestressed cement concrete (RCC M-30) in super-structure as per drawing and Technical Specification. As per MORT&H Specification no. 14.1C Case II |
| 10 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications. As per MORT&H Specification no. 14.2 Slab and parapet |
| 11 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification |
| 12 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications, all complete as per clause 2702. As per MORT&H Specification no. 14.4 |
| 13 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. As per MORT&H Specification no. 13.8 |
| 14 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical Specification. |
| 15 | Approach Raod And Add. ApproachClearing Jungle including uprooting of trunk vegetations grass bush and sapling of girth upto 30 cm. At a height of one meter above ground level and removal of rubbish up to a distance of 50 mtr. Outside the periphri of area cleared. |
| 16 | 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 50 m as per Technical Specification Clause 303.1 |
| 17 | Earth work in embankment with carted earth for 1 km. Lead in ordinary soil excavation to be done in regular pits not exceeding 1/2 mt. In depth and work in embankment to be done in 20 cm. Layesr including ramming and dressing the surface to required levels and slops and also including 1.50 m lift and 30 mtr. lead macanically compacted with road roller 95% P.D. as per direction by E/I. |
| 18 | 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. |
| 19 | Providing, laying and spreading Material on a prepared sub grade, adding 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 base. |
| 20 | Providing and laying Bituminous primer coat over granular surface with slow setting bituminous emulsion @ 7.50 kg per 10 sqm complete as per technical specification clause 502 including all cost of all material, labour, T&P etc. |
| 21 | Providng and applying tack coat with bitumen Vg-10 using emulsion pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous /granular surface cleaned with machanical broom. |
| 22 | Providing, laying and rolling of open graded primix surface of 20 mm thickness composed of 13.2 mm to 5.6 mm girt @ 0.27 cum per 10 sqm aggregate using VG 10 bitumen to required line, grade and level to serve as wearing course including mixing of material in a mixall and rolling with a smooth wheeled roller 8-10 tonne capacity finished to required level and gared including cost of VG 10 stone grit, labour, T&P and all taxes, royalty, etc, complete. |
| 23 | Providing and laying of premix seal coat sealing the void in a bitumenous surface laid to be specified levels, grade and cross fall using Type C grade as per technical specification clause SL No. 5.12 B case III MORD 510 including cost VG 10 stone grit, labour, T&P and all taxes royalty etc. complete. |
| 24 | 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 50 m as per Technical Specification Clause 303.1 |
| 25 | 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 all lead as per Technical Specification Clause 303.1 |
| 26 | Construction of HP culvertsEarth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: 2.1.1 All kinds of soil. 2.6.1 |
| 27 | Supply Of RCC Hume Pipes NP-3 1000 mm dia Hume Pipe as Per Direction Of E/I. |
| 28 | Laying & fixing of 1000 mm dia NP-3 pipe with collers As per SOR Chapter-17 |
| 29 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm (nominal size) 4.1.6 |
| 30 | Brick work with common burnt clay (non modular) bricks of class-150 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) 6.1.1 |
| 31 | Pointing on tile brick work with cement mortar 1:3 (1 cement : 3 fine sand): Flush/ Ruled/ Struck or weathered pointing 13.32.1 |
| 32 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification |
| 33 | 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 |
| 34 | 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 810 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 15, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysOct 15, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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