Tender For Construction Of 45 M Wide Road R-4 , Drain & Culvert / Box Culvert In Sector -6A, Indusrial Area Dhuriyapar,Gida, Gorakhpur.
Tender Value
9.46 Crore
Estimated cost
Bid Submission
22 Sep 2026
17 days left
EMD
18.93 Lakhs
Bank guarantee accepted
Document Fee
2950
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Gorakhpur → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of 45 M Wide Road R-4 , Drain & Culvert / Box Culvert In Sector -6A, Indusrial Area Dhuriyapar,Gida, Gorakhpur.
BOQ
| Sl. No. | Item Description |
| 1 | Clearing jungle including uprooting of rank vegetation grass, bush, wood, trees and saplings of girth up to 30cm., Measured at a height of 1 m. above ground level & removal of rubbish upto a distance of 50m. Outside the periphery of area cleared. Sor No. - 259 |
| 2 | Dag-beling 15 cm (6\\") deep in one line aligned, with flags and jhandies as directed by Engineers in charge. SOR No - 760 |
| 3 | Supply and filling of carted earth from a distance not exceeding 7 KM from the site of work and including cost of earth and all materials, labour T & P etc. Earth work in cutting or embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 0.50mtr. in depth and earth work in embankment & subgrade and earthen shoulders to be in 20cm Layers, including ramming and dressing the surface to required levels and slops and also including 1.5 meter lift and 30 meter lead. (Good Earth brought from out side away from GIDA notified area) MORTH Srno. 3.16 Specification 305. |
| 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. Morth Specification 4.10 |
| 5 | 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 achieve the desired density.complete as per clause 406. |
| 6 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.complete as per clause 502. Morth Specification 5.01 |
| 7 | Providing and laying dense graded bituminous macadam with 100 TPH HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 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 5.04 clause No. 505 |
| 8 | Providing and applying tack coat with bitumen VG 10 using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. MoRTH specification 5.02 clause No. 503 |
| 9 | Providing and laying bituminous concrete with 100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 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 5.05 clause No. 507 complete in all respects. |
| 10 | 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.compaction as per MoRTH specification 8.13 clause No. 803 complete in all respects.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.compaction as per MoRTH specification 8.13 clause No. 803 complete in all respects. |
| 11 | S/F of Pavement Maker (Cat Eye) Type X-ASTMD-4956-04 Avery Dimenson/3-M (USA Make) consisting of ASA plastic housing fitted with tightly adherent plotting compound. The housing shall contain prismatic two glass covered prismatic reflective face to reflect incident light I/C all tax. |
| 12 | Derection and place identification signs up to 0.90sqm sizeProviding and erection direction and place identification retro-reflectorised sign as per IRC-67 made of high intensity grade sheeting the retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, |
| 13 | Type-A \\"W\\":Metal Baam Crash BarrierProviding and erecting a \\"w\\" metal beam crash barrier comprising 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 center to center, 1.80 m high with 1.1 m below ground level, |
| 14 | Drain & Culvert Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.5 m. & lead upto 30 m. 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 removal & disposal of surplus earth as directed by engineer in charge upto a distance of 30m from the foundation trenches. SOR SNO- 251 |
| 15 | Cement concrete with 4 cm. (1½\\") gauge approved stone, ballast, approved coarse sand and cement in the proportion of 6:3:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. (SOR SNO-280) |
| 16 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. R.C.C. Grade M20 compaction as per SOR 287 complete in all respects. |
| 17 | Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage and over lapping & hooks. |
| 18 | Box Culvert Work Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.5 m. & lead upto 30 m. 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 removal & disposal of surplus earth as directed by engineer in charge upto a distance of 30m from the foundation trenches. (Excluding Royality). SOR SNO- 251 |
| 19 | Cement concrete with 4 cm. (1½\\") gauge approved stone, ballast, approved coarse sand and cement in the proportion of 6:3:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. (SOR SNO-280) |
| 20 | Brick masonary work in cement motar (in 1:3 cement and coarse sand) in foundation complete excluding pointing and plastering as per drawing and technical specification. (SOR ch.6-307) |
| 21 | Sand Filling in foundation trench as per drawing and technical specification SOR 255 |
| 22 | Providing Concrete for preinforced concrete M-25 in open foundations complete as per drawing and technical specification. MoRTH Clauses 12.08 E Case II. |
| 23 | Providing Concrete for preinforced concrete M-25 in open foundations complete as per drawing and technical specification. MoRTH Clauses 12.08 E Case II. |
| 24 | Providing Concrete for preinforced concrete M-25 in open foundations complete as per drawing and technical specification. MoRTH Clauses 12.08 E Case II. |
| 25 | Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage and over lapping & hooks. |
| 26 | Providing & laying cement Concrete wearing coarse M-30 grade including reinforcement complete as per drawing and technical specification. Morth Clauses 13.05 G |
| 27 | Providing Weep holes in Brick masonary/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 towords drawing foce. Complete as per drawing and technical specification. MoRTH clauses 2706 & 2200 |
| 28 | Back filling behind abutment, wing wall & return wall plinth complete as per drawing and technical specification MoRTH clause 710.1.4of IRC 78 & 2200 |
| 29 | Protection WorkProviding and laying Filter material underneath pitching in slope as per drawing and technical specification 16.05 2504 |
| 30 | Providing and laying Pitching Boulder on slopes laid over prepared filter media as per drawing and technicl specification 16.04 2504 |
| 31 | Earthwork in excavtion for structure as per drawing and technical specification Clause 305.1 including setting out construction of shoring and bracing removel of stump and construction of embankment with as per tecnical clause 11.1 300 |
| 32 | Providing and laying stone Boulder in apron/Toe wall and packed and top finished to grade required including cost of all materials labour and T&P atc. Required for proper completion of the work. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 03, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 22, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 17 daysSep 22, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 17 daysTender Documents
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