Tender For Widening & Strenthening Of Utraula Ayodhya Sultanpur Prayagraj (Sh-09) Road.
Tender Value
131.80 Crore
Estimated cost
Bid Submission
31 Oct 2026
3 days left
EMD
1.31 Crore
Bank guarantee accepted
Document Fee
11800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Gonda → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Widening & Strenthening Of Utraula Ayodhya Sultanpur Prayagraj (Sh-09) Road.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 22-Oct-2026 | Date Change | Date | 29-Oct-2026 |
| 2 | 26-Oct-2026 | Date Change and Other | Date | 31-Oct-2026 |
| 3 | 22-Oct-2026 | Date Change | Date | 29-Oct-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Excavation for trench of roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.as per clause 301(3.1) |
| 2 | Construction of embankment with approved material obtained from Site with a lift upto 1.5m , spreading, grading to required slope and compacting to meet requirement of table 300.2 (without cartage) |
| 3 | Construction of subgrade with earthen soulders with approved material obtained from borrow pits with a lift upto 1.5m , transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.2 (with Cartage) |
| 4 | Construction of Subgrade and earthen soulder,s deposited from roadway (Compaction only) |
| 5 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 |
| 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 7 | Providing and applying primer coat with SS1 grade 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. |
| 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. (For V.G-30 Bitumen DBM Grade-2). |
| 9 | 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. (For V.G-40 Bitumen DBM Grade-2). |
| 10 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 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. (For V.G-40 Bitumen DBM Grade-1). |
| 11 | Providing and applying tack coat with bitumen using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 12 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent 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 specification clause No. 507 complete in all respects (with VG-40 Bitumen). |
| 13 | Culvert:-Earth work in Excavation in trenches for foundations pipes cable etc in ordinary soil (Loam clay or sand) including lift upto 1.5 m. lead upto 50m and dressing of sides and rammings of bottom and disposal of surplus exdavated earth as directed by the Engineer I/C within a lead of 30 m as per SI No.251 |
| 14 | Providing and laying Cement Concrete 1:4:8(1 cement :4sand : 8 graded stone aggregate 40 mm nominal size) including supply of all materials, labour and T&P etc. required for proper completion of work and curing complete, also including cost of formwork in foundation and floors as per SI no.275 |
| 15 | Class- 150 brick work in 1:3 cement and coarsesand of 2.8 fineness modulus mortar in foundation and plinth including supply of all materials labour and ltools and p;ants etc. required for proper completion of the work |
| 16 | R.C.C. work cement approved coarse sand, and 2 Cm. (3/4\\") gauge approved stone ballast in the proportion 1:1.5:3 in lintels of doors and windows, excluding supply of reinforeement and its bending but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including neaessary centering and shuttering etc. and also including supply of all materials labour and tools and plants etc. required for proper completion of the work binding wire to be supplied by the contractor free of cost for: |
| 17 | Mild steel or iron in plain work such as in reinforced concrete / brick work (when not included in overall rates) wrought to required shape as necessary I/C bending for proper completion of the work and including supply of steel, it's wastage and hooks and authorized over lapping shall be measured. |
| 18 | Struck cement pointing in 1:2 cement & fine sand motar including supply of all material, labour and T&P etc, required for proper completion of the work. |
| 19 | Supply & laying of 1000mm dia NP3 hume pipe including fixing of collar with 1:2 cement mortar. |
| 20 | Excavation for structures 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 within all lifts and lead upto 1000m as per SI No. 251 |
| 21 | Plain cement concrete 1:4:8 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 as per SI No. 281 |
| 22 | RCC Grade M20 using batching plant transit mixer & manual placing as per SI No. 288 |
| 23 | M.S. Iron Steel S.N.No 50 (c) |
| 24 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including retroreflactive glass beads@ 250 gms per sqm area thickness of 2.5 mm is exlusive of suface applied glass beads as per IRC:35 the finished surface to be level uniform and free form streak and holes MORTH 803 (8.13). |
| 25 | Direction of place indentification sign with size more than 0.90 sqm size board providing and erecting direction place identification reflactoirised sign as per IRC 67 made high intensity grade shieeting wide clause 801.3 fixing over aluminium sheeting 2mm thick area exceeding 0.9 sqm supported on a mild steel angle iron post 75mm MORTH 801(8.6). |
| 26 | Providing and fixing of retero reflacting delinator post IZ-ASTMAD-456-4 Made of 75 mm dia round of 1.2 m high with fixing support |
| 27 | Supply and errective of build up Overhead structure 12m to 15m span comprising two vertical post of 6m high made up 300mm NB heavy class ms pipe as vertical member welded with 100 mm ms plate at top and bottom for bearing of horizontal MORTH 802. |
| 28 | Supply and errective of Cantilever structure 6 m span comprising o three vertical post of 6m high made up 300mm NB heavy class ms pipe as vertical member welded with 100 mm ms plate at top and bottom for bearing of horizontal MORTH 802. |
| 29 | Providing and Fixing of reflective signs with corrosion resistent 4 mm thick aluminium composit pannal as per IRC 67-2010 rectro reflective sheeting with M.S. angle frame 35 X 3 board etc.MORTH 801. |
| 30 | Thermoplastic Repeted Bar marking is a softer treatment to reduce the speed. One set of bar marking (refer TM 08) comprises of 6 bars of 300 mm wide. Each strip of thermoplastic strip shall be of 5 mm high and shall be set applied across the full width of the carriageway. MORT&H 803 |
| 31 | Providing and fixing of retro relectorised cautionary, mandatory and infrormatory sign as per IRC :67-212 made of high intersity grade sheeting vide cluse 801.3 friced over aluminium sheeting type-IV for 3 year outdoor weathering test in indian conditions as per IRC 37:2012 as per MORTH 801(8.4) (VIII). (i) 90 Cm equilateral tringle with diffinitation plate size (20cmX60cm). |
| 32 | Supply and fixing of reflective raised pavement marker with its body surface made of tough ASA or HIPS or ABS. The Marker series 290 or equivalent cat Eyes in size of not more than 130mm and height not exceeding 20mm made up of strong engineering polymer thermoplastic polyurenthane with electronic welded lenses for retro reflective dry and wet weather condition along with btuminious adhesive BT-69 (3M) as per direction of Engineer-in-Charge including cost of fixing and all taxes complete. |
| 33 | 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 |
| 34 | Routine Maintenance of road after completion of work :-(A) Carriageway/ Pavement:(a) Potholes, cracks, other surface defects (SWMM & BC), (b) Repair of Edges, Rutting (BC)(B) Road, Embankment, Cutings, Shoulders, Trees & Plantation :(a) Road Maintained free of edge drop, inadequate cross fall, undulations, settlement, Ponding (E/W), (b) Deficent slopes, rain cuts in embankments (E/W), Vegetation growth, Loping of tree branches.(C) Bridges and Culverts:(a) De-Silting, (b) Clearing vegetation growth (Jungle Clearance), (c) Damaged/distrubed boulder pitching, breast/toe wall retaining wall, apron flooring, guide bunds (Boulder Apron), (d) Parapet, any damage to foundations, (e) Any defects in sub-strucures, (f) Any defects in superstructures, raillings, parapets. (g) Wearing coat, (h) Approach slab, (i) Painting & Lettering of No. plates, repair.(D) Repair of Roadside Drains:(a) Brick Work in 1:4, (b) Plaster, (c) CC- 1:2:4.(E) Road Furniture:(a) Cleaning, Painting & lettering of stones & sign boards, Replacement of damaged/ missing stone & sign boards. (b) 200 m Stones, (c) Km stones, (d) 5th km stones.Maintenance requriment as per above and Mentioned in Special Condition of Contract for Maintenance.Payment of Maintenance work as Percentage of final Civil Construction Cost : |
| 35 | a) For 1st Year @ 0.00% |
| 36 | b) For IInd Year @ 0.25% |
| 37 | c) For IIIrd Year @ 0.50% |
| 38 | d) For IVth Year @ 0.75% |
| 39 | e) For Vth Year @ 1.00% Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 26, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Oct 29, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 1 day
Oct 31, 2026
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 3 days
Oct 29, 2026
18:00 IST
Corrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 1 dayOct 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysOct 31, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender