Tender For Construction Work Of 2 Cell 3X3 M Span Reinforced Cement Concrete Mini Bridge On Prophetpur Link Road.
Tender Value
42 Lakhs
Estimated cost
Bid Submission
10 Oct 2026
1 days left
EMD
4.10 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
Prayagraj → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Work Of 2 Cell 3X3 M Span Reinforced Cement Concrete Mini Bridge On Prophetpur Link Road.
BOQ
| Sl. No. | Item Description |
| 1 | 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 & as per direction of Engineer-in-charge. |
| 2 | Sand Filling in FDN complete as per Drawing and Technical Specifications. MORTH 304 SR No. 12.03 & as per direction of Engineer-in-charge. |
| 3 | PCC 1:3:6 in Foundation PCC 1:3:6 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 & as per direction of Engineer-in-charge. |
| 4 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical SpecificationsRCC Grade M25 using batching plant & manual placing( MORTH 1500,1700 &2200 Sr No. 15.11 E Case II) & as per direction of Engineer-in-charge. |
| 5 | PCC Grade M20 Using Batching Plant, Transit Mixher and Manual PlacingRCC Grade M20 using batching plant & manual placing (MORTH 1500,1700 & 2100 Case II Sr No. 15.11 BII) & as per direction of Engineer-in-charge. |
| 6 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications MORTH 2702 Sr No. 15.2 & as per direction of Engineer-in-charge. |
| 7 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications MORTH 1600 &2200 Sr No. 13.06 & as per direction of Engineer-in-charge. |
| 8 | 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 & as per direction of Engineer-in-charge. |
| 9 | 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 & as per direction of Engineer-in-charge. |
| 10 | Drainage Spouts complete as per drawing and Technical specification MORTH 2705 Sr No. 15.17 & as per direction of Engineer-in-charge. |
| 11 | 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 & as per direction of Engineer-in-charge. |
| 12 | Dismentaling of Rainforce Cement Concreet or Rain Force Brick Work Including Staking Of Materials as per Direction of Engineer in Charge with in a Distence of 60 mt. & as per direction of Engineer-in-charge. |
| 13 | 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 & as per direction of Engineer-in-charge. |
| 14 | Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works & as per direction of Engineer-in-charge. |
| 15 | Dismantaling R.C.C. or R.B. work including stacking of dismantaled material with in 60 m distance as directed by Engineer incharge. (SOR Ch.17 Sl no. 17.04) |
| 16 | Flexible Apron :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 & as per direction of Engineer-in-charge. |
| 17 | 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 811 sr no. 8.23 & as per direction of Engineer-in-charge. |
| 18 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification & as per direction of Engineer-in-charge. |
| 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 & as per direction of Engineer-in-charge. |
| 20 | Construction of Embankment with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300-2 & as per direction of Engineer-in-charge. |
| 21 | Providing & Laying reinforced cement concrement pipe for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation,protection works,back filling,concrete and masonary works in head walls and parapets& as per direction of Engineer-in-charge. |
| 22 | Construction of Embankment with Material Obtained from Borrow Pits/Right of way 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 & as per direction of Engineer-in-charge. |
| 23 | Construction of granular sub-base grading 1 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 in all respect as per MORD Technical Specification Clause 401 & as per direction of Engineer-in-charge. |
| 24 | WBM Grading - 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 smooth wheeled roller 80-100 Kn in stages to proper grade and camber,, applying and brooming stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading III as per Technical Specification Clause 405 & as per direction of Engineer-in-charge. |
| 25 | WBM Grading - 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 smooth wheeled roller 8-10 Kn in stages to proper grade and camber, applying and brooming stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading III as per Technical Specification Clause 405 & as per direction of Engineer-in-charge. |
| 26 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means & as per direction of Engineer-in-charge. |
| 27 | Providing and applying tack coat with bitumen emulsion (VG-10) using emulsion distributor at the rate of 0.30 kg to 0.40 kg per sqm on the prepared bituminous surface cleaned with mechanical broom & as per direction of Engineer-in-charge. |
| 28 | 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades. Excluding GST & as per direction of Engineer-in-charge. |
| 29 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C seal coat Excluding GST & as per direction of Engineer-in-charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 05, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 10, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 dayOct 10, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 1 dayTender Documents
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