Tender For Widening And Strengthening Work Of Jhala-Urra-Harkhapur (Good Harkhapur) Odr In District Bahraich Vidhan Sabha-Balha With Five Year Maintenance
Tender Value
26 Crore
Estimated cost
Bid Submission
29 Oct 2026
0 days left
EMD
39 Lakhs
Bank guarantee accepted
Document Fee
12154
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bahraich → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Widening And Strengthening Work Of Jhala-Urra-Harkhapur (Good Harkhapur) Odr In District Bahraich Vidhan Sabha-Balha With Five Year Maintenance
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 22-Oct-2026 | Date | Date | 29-Oct-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Embankment with Local Earth:- 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.: |
| 2 | Earthwork for widening of existing road:- 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 with in all lifts and lead upto 1000m. [MORTH Ref. SI No. 3.06 - 301.] |
| 3 | Construction of embankment with approved materials deposited at site:- 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. |
| 4 | Embankment with Carted Earth:- 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.: |
| 5 | Granular Sub-base (Grading-I) By Mix in Place Method :-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 [MORTH Ref. SI No. 4.01 B - 401.] |
| 6 | Wet Mix Macadam :- 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. [MORTH Ref. SI No. 4.14 B - 406.] |
| 7 | Cement Treated Base(Plant Mix Method) :- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam after mixing with 4% ordinary portland cement with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform single layers with paver as cemented base on base/subgrade(modified soil) and compacting with road roller to achieve unconfined compressive strength as directed by Engineer-in-Charge |
| 8 | Prime Coat over WMM/WBM:- 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. |
| 9 | Tack Coat:- Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 10 | DBM Grade II- Providing and laying dense graded bituminous macadam with higher capacity batch type HMP 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 clause No. 505 complete in all respects. |
| 11 | Bituminous Concrete Grading II :- Providing and laying bituminous concrete with higher capacity batch type hot mix plant 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 clause No. 507 complete in all respects. [MORTH Ref. SI No. 5.05 B - 507.] |
| 12 | PQC M35 Grade:- Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with OPC 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 (M35 grade) |
| 13 | Construction of Subgrade and Earthen Shoulders:- 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 |
| 14 | Construction of Subgrade and Earthen Shoulders:- 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 Using Carted Earth |
| 15 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres |
| 16 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. |
| 17 | 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. |
| 18 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M20 |
| 19 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M30 |
| 20 | Providing and laying Cement concrete wearing coat M-35 grade including reinforcement complete as per drawing and Technical Specifications |
| 21 | Supplying, Fitting and Placing un-coated TMT bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. |
| 22 | Dewatering of ground water below spring level for excavation & foundation concreting and brick work including boring of pipe operational and running charge of Diesel pumps complete.:subsurface dewatering |
| 23 | Dewatering as surface water including operation & ramming charges as deisal pump set complete |
| 24 | Flexible Apron :Construction of flexible apron comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. |
| 25 | 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 |
| 26 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade . New work (Two or more coats applied @1.43 ltr/10sqm over and including priming coat of exterior primer applied @ 2.20 kg/10sqm) (apex Ultima , Weather coat All quard) asian , berger. with putty base(PWD SOR Chapt. 15, item 23+30 |
| 27 | Making bypass road including laying GSB, watering and rolling etc complete in all respect |
| 28 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications |
| 29 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification |
| 30 | Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. |
| 31 | Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications |
| 32 | Providing and Laying Reinforced Cement Concrete Pipe NP4 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head parapets Clause 1106. 900mm dia PWD SOR ch 20 |
| 33 | Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications |
| 34 | General km. stone and Hectometer Stone 5th KM Stone |
| 35 | General km. stone and Hectometer Stone General km Stone |
| 36 | General km. stone and Hectometer StoneHectometer Stone |
| 37 | Providing and Laying of hot applied thermoplastic compound 2.5mm thick including refectorising 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.SOR-CH-26/2 MoRTH 803(8.13) |
| 38 | Providing and Laying of hot applied thermoplastic compound 5.0mm thick including refectorising glass beads @ 500 gms per Sqm. Area thickness of 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.SOR-CH-26/3MoRTH 803(8.13) Base. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 22, 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.
CompletedOct 29, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 29, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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