Tender For Widening And Strengthening Work On Bahraich-Banda Urban Road. (Four Lane From Kalu Kuan Intersection To Mahokhar Bypass) (Length 4.00 Km)
Tender Value
12.14 Crore
Estimated cost
Bid Submission
29 Oct 2026
1 days left
EMD
24.28 Lakhs
Bank guarantee accepted
Document Fee
6260
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Banda → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Widening And Strengthening Work On Bahraich-Banda Urban Road. (Four Lane From Kalu Kuan Intersection To Mahokhar Bypass) (Length 4.00 Km)
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in trench cutting in proper camber according to required depth for laying garnular sub base including rolling with road roller upto required Density, dressing, cost of labour, T&P and hire charges of machinery etc. complete work as per MORTH Clause 301 (3.16) |
| 2 | Compaction of embankment with approved materials deposited at site from road way cutting (Trench Cutting) and excavation of foundation of other structure graded and compacted to meet requirement of table 300.2. As per MORTH No.-305 The Rate is Including Labour Cess. |
| 3 | Shifting of Excavated Earth up to 1 Km. for use in Embankment. |
| 4 | 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 . |
| 5 | Providing laying, spreading and compacting graded stone aggregate to wet mix macadam specification inlcuding premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with mechanical paver in sub-base/base course on wall prepared surface and compacting with vibratory roller to achieve the desired density. As per MOR&TH specification No. 406 |
| 6 | Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70kg/sqm usingmannual means . |
| 7 | Providing and laying Dense Graded Bituminous Macadam with 100-120 tonne per hour capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 Percent 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. (Grade-I) |
| 8 | Providing and applying tack coat with V.G. 10 grade bitumen using emlusion pressure dristributor @ 0.20 kg. per sqm. on the prepared bituminous surface cleaned with mechenical broom. As per MORT&H as per Clause 503 |
| 9 | Providing and laying bituminous concrete with 100-120 tonne per hour capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 Percent 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 tandem rollers to achieve the desired compaction as per MORTH specificationclause No. 507 complete in all respects (Grade-II) |
| 10 | Earth filling in patri in embankment with approved materials obtained from borrow pits with all lifts and leads transpoting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 (Lead-4km) |
| 11 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. |
| 12 | Excavation in foundation in B.C soil including lift up to 15 meter and lead upto 30 m (100 ft) and including filling, watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 M from the foundation trenches.(S.I.No. 251) |
| 13 | Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 Km from the site of work & including watering, dressing etc. Rate to include cost of all materials, labour and tools & plants etc. required for proper completion of the work. (S.I.No. 255) |
| 14 | 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. |
| 15 | Plain/Reinforced Cement Concrete in foundation complete as per Drawing and Technical Specifications. RCC Grade M25 |
| 16 | Plain/Reinforced Cement Concrete for wall & slab etc. complete as per Drawing and Technical Specifications.RCC Grade M25 |
| 17 | Mild steel or iron wirk in plain work such as reinforced. Concrete or brick work (When not included in an over all rates) Wrought to required shape as necessary including binding for proper completion of the work and including supply of all steel wastage and over laping and hooks. |
| 18 | Applying priming coat With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works. As Per A.R. |
| 19 | Painting or Vernishing with Valls par or other approved, high graded enamel or superior synthetic clear varnish complete one coat over previously painted surface including supply of all materials, labour and tools and plants etc. completion of the work enamal or varnish to be used should confirm ISI IOS/106/133-1950. As Per A.R. |
| 20 | Construction of embankment with approved materials obtained from borrow pits with all lifts and leads transpoting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 (Lead-3km) |
| 21 | 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 |
| 22 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. As Per Specification No. 305(3.16) |
| 23 | 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, complete as per Technical Specification Clause 401. |
| 24 | Providing and laying of hot appiled 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 streak and holes |
| 25 | Supply and fixing of retroreflective high intensity informatory sign board/ cautionary sign board etc. As per MoRTH specification. Stop Sign Board |
| 26 | Supply and fixing of retroreflective high intensity informatory sign board/ cautionary sign board etc. As per MoRTH specification. Informatory Sign Board |
| 27 | Supply and erection of direction and place identification retro reflctorised sign as per IRC 67 made of high intensity grade sheeting vede clause 801.30, fixed over aluminium sheeting, 2 mm. thick steel single angle iron post 75 x 75 x 6 mm. firmly fixed to the ground by means of properly designed fondation with M-15 grade cement concrete 45 x45 x 60 mm. 60 cm. below ground level as per approved drawing |
| 28 | Thermoplastic Marking of 300 mm wide and 15 mm height, at 1000 mm apart (one Set is of 6 Strips). 5 mm height is achieved through two applications of thermoplastic, applied at an interval not less than 1 hour after the previous layer gets solidified. (Repeated bars) MORTH-803(8.130)-Base |
| 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. (Zebra Line) MORTH-803(8.130) |
| 30 | 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. MORTH-805(8.150) |
| 31 | Supply and Fixing HAZARD MARKER (RIGHT) |
| 32 | Over head reflective Sign board. |
| 33 | Providing & fixing of Reflective signs with a corrosion resistant 4 mm thick aluminium composite panel face to ce fully covered with High intensity prismatic sheeting type IV as per IRC 67:2010 retro reflective sheeting with MS angle frame of 35×3.00 |
| 34 | Supply & Fixing of Pavement maker (Cat eye) Type Z-ASTMD-4956-04 Avery Dennison/3-M (USA MAKE) consisting of ASA plastic housing fitted with tighty adherent ploiting compound. The housing shall contain prismatic two glass covered prismatic reflective face to reflect incident light I/C all tax. |
| 35 | Maintainance Charge including @ Earth Work, repair of painted surface, Earth Work on patri, Culvert, Road Furniture etc as per Direction of E/I for the period of Five Year from the actual completion of work. Total of Work Amount BOQ (Excluding G.S.T.) Maintainance of First Year (@ 0.00% ) |
| 36 | Maintainance Charge including @ Earth Work, repair of painted surface, Earth Work on patri, Culvert, Road Furniture etc as per Direction of E/I for the period of Five Year from the actual completion of work. Total of Work Amount BOQ (Excluding G.S.T.) Maintainance of Second Year (@0.25%) |
| 37 | Maintainance Charge including @ Earth Work, repair of painted surface, Earth Work on patri, Culvert, Road Furniture etc as per Direction of E/I for the period of Five Year from the actual completion of work. Total of Work Amount BOQ (Excluding G.S.T.) Maintainance of Third Year (@0.50% ) |
| 38 | Maintainance Charge including @ Earth Work, repair of painted surface, Earth Work on patri, Culvert, Road Furniture etc as per Direction of E/I for the period of Five Year from the actual completion of work. Total of Work Amount BOQ (Excluding G.S.T.) Maintainance of Fourth Year (@0.75%) |
| 39 | Maintainance Charge including @ Earth Work, repair of painted surface, Earth Work on patri, Culvert, Road Furniture etc as per Direction of E/I for the period of Five Year from the actual completion of work. Total of Work Amount BOQ (Excluding G.S.T.) Maintainance of Fifth Year (@1% ) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 09, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 29, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 dayOct 29, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 1 dayTender Documents
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