Tender for Tender for Widening And Strengthening Work Of Ghatampur Gajner To Raha Baburaha Road (Odr) Km 9-16 (Length 8.000)In Dist. Kanpur Nagar (Including Five Years Maintenance).
Tender Value
11.10 Crore
Estimated cost
Bid Submission
27 Oct 2026
3 days left
EMD
22.21 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 Widening And Strengthening Work Of Ghatampur Gajner To Raha Baburaha Road (Odr) Km 9-16 (Length 8.000)In Dist. Kanpur Nagar (Including Five Years Maintenance).
BOQ
| Sl. No. | Item Description |
| 1 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m.as per MORTH specification 301 E/W in excavation in tranches for widening. |
| 2 | 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.Earth work in embankment as per MORTH specification 305 For embankment repairing widening & dressing etc complete. |
| 3 | 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.Earth work in embankment as per MORTH specification 305 For embankment repairing widening & dressing etc complete.(Compaction only) |
| 4 | 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 vibratory roller to achieve the desired density, complete as per clause 401. |
| 5 | Cement Treated Crushed Stone Base(Plant Mix Method)Providing, laying, spreading and compacting graded stone aggregate mixed with cement to crushed stone treated base specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 6 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieved the desired density. |
| 7 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical broom. |
| 8 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. |
| 9 | Providing and applying tack coat with bitumen (VG-10) using bitumen distributor at the rate of 0.20 kg per sqm on the prepared granuler surfaces treated primer and cleaned with Hydraulic broom as per Technical Specification Clause 503. MORTH |
| 10 | Providing and laying Bituminous Concrete. with higher capacity batch type hot mix plant with 120 TPH using crushed aggregates of specified grading premixed with bituminous binder @ 5.40% of mix and filler, transporting the hot mix to work site, laying, with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandom roller to achieve the desired compaction as per Morth Specification clause no 507 complete in all respects.(with Bitumen VG- 30) |
| 11 | .Construction of sub-grade and earthen shoulders 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..For both side of Patries. |
| 12 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing |
| 13 | Plain cement concrete 1:3:6 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. |
| 14 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (RCC Grade M20) |
| 15 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (RCC Grade M25) |
| 16 | Supplying, fitting and placing HYSD bar reinforcement complete in sub-structure as per drawing and Technical Specification |
| 17 | Brick Masonry Work in Cement Mortar 1:4 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. |
| 18 | Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications |
| 19 | Plastering with Cement Mortar 1:3 on brick work in sub-structure as per Technical Specifications. |
| 20 | Lettering and painting etc. completion of work |
| 21 | Providing and fixing of 350 mm dia NP-3 Hume Pipe gule including etc complete as per drawing. |
| 22 | Providing and fixing of 600 mm dia NP-3 Hume Pipe gule including etc complete as per drawing.(Widening) |
| 23 | Providing and fixing of 1000 mm dia NP-3 Hume Pipe gule including etc complete as per drawing.(Widening+New construction) |
| 24 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications |
| 25 | Providing & fixing, km. stone, etc. complete Informetry signboard repair of culvert etc. |
| 26 | Providing & fixing, 5th km. stone, etc. complete Informetry signboard repair of culvert etc. |
| 27 | Providing & fixing, hectometre stone etc. complete Informetry signboard repair of culvert etc. |
| 28 | Type - A, \\"W\\" : Metal Beam Crash Barrier 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 |
| 29 | 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. Rates to be inclusive of all T&P/machine, material and labour required for proper complition of work. In centre line, side line, stop line, Zebra line, etc. |
| 30 | Repeated Bars-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. Rates to be inclusive of all taxes, royalty, VAT etc. all T&P/machine, material and labour required for proper complition of work. In centre line, side line, stop line, Zebra line, etc. |
| 31 | Road Delinator Supplying and Instalation of delinators (road way indicators,hazard markers, object marker) 80-100 cm high above ground level, painted balck and whitwe in 15 cm wide strips, fitted with 80x100 mm rectangular or 75 mm dia circular reflectorised panel at the top buried or pressed into the gruond and conforming to IRC:79 and the complete as per drawing and technical specifications. |
| 32 | Supply and fixing of welded builtup cantilever structure of 6 mtrs. Span comprising of one verticle post 6 M high made up of 300 mm N.B. (M) class MS pipe as vertical member welded with 10 mm MS plate at top and bottom for bearing and horizental frame comprising of 50 mm NB medium class main pipes and 40 mm class medium NB pipes bacing as per approved designed drawing with one coat of steel primer and two coats of synthetic enamel paints,(Including Trade Tax for work including cost of foundation work in 1:2:4 CC reinforced with approved design / drawing of the work and as per direction of Engineer Incharge . |
| 33 | Supply and fixing of fully Retro Reflective sign board made of 4 mm thick aluminium sheet face to be fully covered with high Intensity encapsulated lens long types as per colour required. The Retro reflective sheet shall be processed on base Aluminium will be provide with frame of 40 x 40 x 4 mm angle all around cross with proper clamping arranged of fix cantilever structure. The back of the aluminium sheet be powder coated. Rates to be inclusive of all taxes, royalty, VAT etc. all T&P/machine, material and labour required for proper complition of work. |
| 34 | 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 .Chevron Sign board |
| 35 | 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 (Speed Limit Signs ) |
| 36 | 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.(Stop Sign Board ) |
| 37 | 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.( Hazard Sign board ) |
| 38 | Maintenance of bituminous surface road and gravel or WBm road including filling pot holes and patch repair etc.restoration of rain cuts and dressing of side slop / berms,making up of berms / shoulders.maintenance of drain, maintenance of culvert,maintennance og guard rails and parapet.maintenance of road sign,speed breakers, standing tree at adjacent to road wherever required.maintenance of Hectometr and kilometr stone, cutting of branches of tree, shurb and trimming of grass and weeds etc.white whashing of parapet including CD Work,painting of guard stone, refixing of displaced guard stone (as per performance Index Anexure-1) mentioned in GO No. 17/2024/SA-113/23-1-2024-23-1099/113/2023 Dated-16.01.2024, Enc lettere no. 36890 C/RMC/ MOOL-23-24 Dated-17.02.2024 subjected to approval from Govt. Maintence after completion of work for1st year @ 0.00 %, 2nd [email protected]%, 3rd Year @0.50%, 4th Year@ 0.75% and 5th Year 1.00% of total work amount of item 1 to 37 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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