Tender for Tender for Construction Of 3X15.00 Meter Span Bridge, Approach Road, And Additional Approach Road Over The Pandu River Situated Between Bikru Village And Shivli In Kanpur Nagar District.
Tender Value
4.62 Crore
Estimated cost
Bid Submission
27 Oct 2026
3 days left
EMD
9.30 Lakhs
Bank guarantee accepted
Document Fee
7714
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kanpur → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of 3X15.00 Meter Span Bridge, Approach Road, And Additional Approach Road Over The Pandu River Situated Between Bikru Village And Shivli In Kanpur Nagar District.
BOQ
| Sl. No. | Item Description |
| 1 | Foundation |
| 2 | Providing and constructing one span service road to reach island location from one pier location to another pier location. |
| 3 | Providing and Constructing Temporary Island 24 m diameter for Construction of Well Foundation for 5.50 m dia. Well. |
| 4 | Sinking of 5.50 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. |
| 5 | Depth below bed level up to 3.00M |
| 6 | Beyond 3.0M up to 10.00M |
| 7 | Beyond 11.00M to 18.00M |
| 8 | Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification. |
| 9 | Plain/Reinforced Cement Concrete M-30 Cement Concrete in well Foundation complete as per drawing and Technical Specifications.tions. |
| 10 | Plain/Reinforced Cement Concrete M-25 in Well Foundation Complete as per drawing and technical specifications. |
| 11 | Plain/Reinforced Cement Concrete in Well Foundation Complete as per drawing and technical specifications. |
| 12 | Intermediate Plug M-20 |
| 13 | Bottom Plug M-25 |
| 14 | Sand Filling in Wells complete as per drawing and technical specifications |
| 15 | Plain/Reinforced Cement Concrete M-30 in Well Foundation Complete as per drawing and technical specifications. |
| 16 | Supplying fitting and placing of Un-Coated HYSD Bars reinforcement in foundation complete as per drawing and technical specifications |
| 17 | Sub-Structure |
| 18 | Plain/Reinforced M-30 cement concrete in sub-structure complete as per drawing and Technical Specifications |
| 19 | Supplying fitting and placing of Un-Coated HYSD Bars reinforcement in foundation complete as per drawing and technical specifications |
| 20 | Supplying fitting and fixing in position true to line and level elastomaric bearing confirming to IRC 83 Part-II section-IX and clause 2005 of MORTH specifications complete including all accessories as per drawing and technical specifications. |
| 21 | Super-Structure |
| 22 | Providing and laying of an elastomeric slab steel expansion joint, catering to right or skew (less than 20 deg., moderately curved with maximum horizontal movement upto 50 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation and clause 2606 of MoRTH specifications for road & bridge works. |
| 23 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 24 | Drainage Spouts complete as per drawing and Technical specification |
| 25 | Furnishing and placing Reinforced M-35 cement concrete in Super-structure complete as per drawing and Technical Specifications |
| 26 | Crash Barrier for bridge (Height 1550 mm) as per details given IRC-5 (fig-3)(Surface Area-0.514 sqm .For 1 meter length) |
| 27 | PCC M15 Grade as levelling course below approach slab complete as per drawing and technical specifications |
| 28 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification |
| 29 | 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. |
| 30 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 31 | Protection Work |
| 32 | Providing and laying Filter material of 40mm stone-ballast underneath pitching in slopes complete as per drawing and Technical specification |
| 33 | Providing and laying boulders apron on river bed/Slope Pitching for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. |
| 34 | 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 |
| 35 | Excavation for road work in Soil with hydrolic Excavator of 0.90 cum bucket capacity including cutting and loading in tipers,triming bottom and side slope ,in accordance with requirments of lines ,grade and cross -sections, and transporting to the embankment location with lift upto 1.50 m and lead upto 1000 as per MORD Technical specification Clause 302.3 |
| 36 | Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size... compected by vibration including curing for 14 days. |
| 37 | Brick masonry work in 1:4 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical speficiations clauses 600, 1202 & 1203 |
| 38 | Providing and laying reinforced cement concrete M 20 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 |
| 39 | Plastering with cement mortar (1:4) 15 mm thick on brickwork in substructure/superstracutre as per technical specification clauses 613.4 & 1204 |
| 40 | Pointing with cement mortar (1:3) on brickwork in sub structure & super structure as per drawing and technical specification. |
| 41 | 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 |
| 42 | Lettering and painting of culvert and parapet etc.complete. |
| 43 | Approach road |
| 44 | Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area . |
| 45 | Construction of embankment with approved material obtained from borrow pits with all lifts upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1 and 300.2 with lead up to 1000m as per tech |
| 46 | Construction of embankment with material obtain from barrow pit with alift upto 1.5 meter transporting to site spreading,grading to required slope and compacting to meet requirement of table 300.1 &300.2 with lead upto 1000m as per technical specification clause301.5. (I KM Carted ) |
| 47 | 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 as per MORD specification 401 |
| 48 | WBM Grading 3 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 wheel 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 3 as per Technical Specification Clause 405. (A) By Manual Means |
| 49 | Cement Concrete Pavement Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixture as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 |
| 50 | Construction of subgrade earthen shoulder approved material obtained from borrow pits with all lifts lead transportaing to site spreading grading required slop and compacted to meet requirment of table 300.2 with lead up to 1000 mtr as per techanical specification |
| 51 | Reinforced cement concrete M-15 grade kilometer stone of standard design as per IRC:8 ,fixing in position including painting and printing etc as per drawing and Technical Specificatication Clause 1703. |
| 52 | Reinforced cement concrete M-15 grade Hectometer Stone of standard design as per IRC:8 ,fixing in position including painting and printing etc. |
| 53 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. |
| 54 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing(80x60mm) |
| 55 | 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 |
| 56 | Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming toIRC-79 and the drawings. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 21, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 27, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysOct 27, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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