Tender For Widening And Strengthening Of Mahuani Sonughat To Baikunthpur Road (Odr)
Tender Value
13.25 Crore
Estimated cost
Bid Submission
04 Nov 2026
5 days left
EMD
26.50 Lakhs
Bank guarantee accepted
Document Fee
2714
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Deoria → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Widening And Strengthening Of Mahuani Sonughat To Baikunthpur Road (Odr)
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 26-Oct-2026 | Date Corrigendum- 5037 | Date | 04-Nov-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Earth Work in Excavation in Trenches :- 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 (Ex. GST) |
| 2 | 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. (Ex. GST) |
| 3 | Construction of embankment with approved material obtained from borrow pits (Without Cartage) with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (Ex. GST) |
| 4 | Construction of embankment with approved material obtained from borrow pits (With 1 km Cartage) with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (Ex. GST) |
| 5 | 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 (Ex. GST) |
| 6 | 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 (Ex. GST) |
| 7 | Cement Treated Base (4% Cement OPC) :- Providing,laying and spreding material on a prepared Sub Base, cement @ 4% by wet to the spread material manually mixing in place Rotavator and compcting with the road roller at OMC to achive the desired unconfined Compressive strength and to form a Layer of Base. (Ex. GST) |
| 8 | 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. (Ex. GST) |
| 9 | 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 to 1.00 kg/sqm using mechanical means. (Ex. GST) |
| 10 | Providing and laying bituminous concrete Grading II 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 (Ex. GST) |
| 11 | Cement Concrete Pavement (PQC M 30 grade Using Batching Plant-120 cum capacity) :- Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 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 (Ex. GST) |
| 12 | (Construction of Deep drain of size 45x45 cm. ):- Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material (Ex. GST) |
| 13 | P. C.C. with M15 cement , coarse sand and 4 cm gauge Dalla grit including all taxes , royalty and including supply of martial , labour and T&P etc. required for proper completion of work as per direction of E/I . (Ex. GST) |
| 14 | R.C.C ( M-20 Grade)(Ex. GST) |
| 15 | Supplying, fitting, and placing HYSD bar (Ex. GST) |
| 16 | (Construction of 600 mm Hume Pipe):- 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.(Ex. GST) |
| 17 | (Construction of 600 mm Hume Pipe):- 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.(Ex. GST) |
| 18 | (Construction of 600 mm Hume Pipe):- Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.(Ex. GST) |
| 19 | (Construction of 600 mm Hume Pipe):- Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications (Ex. GST) |
| 20 | (Construction of 600 mm Hume Pipe):- Supply of 600 mm NP-3 Hume pipes(Ex. GST) |
| 21 | (Construction of 600 mm Hume Pipe):- Laying of NP-3 Hume pipes(Ex. GST) |
| 22 | (RCC culvert In Widdening):- 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.(Ex. GST) |
| 23 | 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.(Ex. GST) |
| 24 | Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.(Ex. GST) |
| 25 | Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications(Ex. GST) |
| 26 | 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 (Ex. GST) |
| 27 | Furnishing and Placing Reinforced M30 cement concrete in super-structure as per drawing and Technical Specification (Ex. GST) |
| 28 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications (Ex. GST) |
| 29 | Pointing with cement mortar (1:3) on brickwork in sub structure & super structure as per drawing and technical specification. (Ex. GST) |
| 30 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification (Ex. GST) |
| 31 | Maintenance of Constructed Road for next Five Year after completion of work Shall be paid as per G.O. No. 17/2024/सा०-113/23-1-2024-23-1099-113/2023 लोक निर्माण अनुभाग- 1दिनांक 16.01.2024 एवं कार्यालय प्रमुख अभियन्ता यातायात वर्ग लो०नि०वि० लखनऊ का पत्रांक-3689-ओ०पी०आर०एम०सी०/ मूल-23-24 दिनांक 17.02.2024 Payment Shall be done as per satisfaction of engineer in charge regarding maintenance work carried out by contractor (Including Labour Cess but GST will paid Extra as applicable.) 1st Year Maintenance cost total construction of cost item No. 1 to 30 Rs... @ Zero Percent & for 2nd year @ 0.25% |
| 32 | Maintenance Charge for Third Year@ 0.50% |
| 33 | Maintenance Charge for Fourth Year@ 0.75 % |
| 34 | Maintenance Charge for Fifth 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
Nov 04, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 5 daysNov 04, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysNov 04, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender Documents
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