Tender For Widening And Strenthning From Gonda Ayodhya Road Tp Parag Dairy Khirabha Bangusra Via Belsar Road Verma Chauraha Road
Tender Value
7.40 Crore
Estimated cost
Bid Submission
22 Oct 2026
2 days left
EMD
14.80 Lakhs
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 And Strenthning From Gonda Ayodhya Road Tp Parag Dairy Khirabha Bangusra Via Belsar Road Verma Chauraha Road
BOQ
| Sl. No. | Item Description |
| 1 | Excavation for roadwork in soil with hydraulic excavator 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 |
| 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. |
| 3 | 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 |
| 4 | 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. |
| 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 | Cement Treated Crushed stone Base ( Plant mix Method) 4% cement 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. |
| 7 | 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. |
| 8 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 9 | Providing and applying tack coat with bitumen using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.on DBM surface. |
| 10 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 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 specification clause No. 509 complete in all respects. |
| 11 | Construction of culvert :- E/W in excavation in foundation in ordinary soil including lift 1.50 mtr and lead up to 30 mtr and including filling watering ramming of excavated earth into the trenches or into the space of between the building and side the foundation trench or into the plinth and removal and disposal of surplus earth as per direction by E/I as per S.I. No. 251 |
| 12 | Providing and laying Cement concrete 1:4:8( 1 cement : 4 fine sand : 8 graded brick aggregate 40 mm. nominal size) including supply of all materials. labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation and floors. As per SI No. 275 |
| 13 | Supply and laying and 15mm gauge Brick Ballast compacting with fine sand as 1st class beding cradle below the pipe in 15 cm thickness and up to 10 % hight of pipe on either side. |
| 14 | Clas-150 brick work with 1:4 cement and coarse sand in foundation and plinth including supply of all materials labour and T&P etc. Requuired for proper completion of work as per S.I No. 305(b) |
| 15 | Struck pointing in 1:2 cement and fine sand mortar on brick work including supply of all materials, labour and TandP etc Requuired for proper completion of work as per S.I No. 574. |
| 16 | Supply & laying of 1000mm dia NP3 hume pipe including fixing of collar with 1:2 cement mortar. |
| 17 | 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 |
| 18 | Providing and laying Cement Concrete 1:4:8(1 cement :4sand : 8 graded brick 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 |
| 19 | Class 150 brick work in 1:3 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P required for proper completion of work as per SI No.307 |
| 20 | R.C.C. Work with cement approved coarse sand and 20 mm gauge stone grit in proportion of 1:1.5:3 for slabs excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shutterring etc. and also including supply of all materials labour and T&P etc. required for proper completion of work. Binding wire cost being included in the item as per SI No. 283(b) |
| 21 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 22 | Stuck pointing with cement and fine sand of 1.25 fineness modulus morter on stone work in proportion of 1:2 including supply of all materials, labour and tools and plants etc. required for proper completion of the work as per SI No.574 |
| 23 | Providing and laying Cement Concrete 1:2:4(1 cement :2sand : 4 20 mm nominal size grit) 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.279(b) |
| 24 | Filling brickbats as filler material between roadcrust and abutment |
| 25 | Providing and laying of weephole in brick massonary in abutment and wing wall with 100mm dia PVC pipe extending through the full width of the structuer with slope of 1v:20 H toward drawing force complete as per drawing and technical specification (MORTH &H-13.8/2706&2200) |
| 26 | Lettering and painting of culvert no. plate 30x30cm of standard size with 2 coats of approved synthetic enamel paint and lettering as per PWD Maintenance manual including cost of all material T&P etc. complete |
| 27 | Construction of Drain:- 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 |
| 28 | 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. |
| 29 | RCC Grade M20 using batching plant transit mixer & manual placing |
| 30 | Supplying, fitting and placing TMT steel reinforcement complete in sub-structure as per drawing and Technical Specification |
| 31 | Providing and laying bituminous concreate with 100 TPH batch type hot mix plant producing an average output of 30 cum per hour using crushed aggregrate of specified grading,premixed with bituminous binder bitumen [email protected]% of Mix and filler, Transporting finisher with sensor |
| 32 | 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). |
| 33 | 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). |
| 34 | 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 |
| 35 | Supply and errective of build up over head structure 12m to 15m 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. |
| 36 | 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. |
| 37 | Supply and fixing of Pevement marker (Cate Eye) type X-ASTMD-456-4 avery |
| 38 | KM Stone |
| 39 | Hecto meter |
| 40 | Sing Board |
| 41 | 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 : |
| 42 | Five Yrar Maintenance Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 15, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 22, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysOct 22, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 2 daysTender Documents
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