Tender For Widening & Strengthening Of Jarwal Road To Guruwliya Nayepura Via Naushahra Loniyanpurwa Kariyasinghpurwa (Odr) Road Km.-01 To 7(750) Under Logistic Yojna In Financial Year 2026-27. (With 5 Year Maintenance)
Tender Value
15.40 Crore
Estimated cost
Bid Submission
18 Nov 2026
11 days left
EMD
30 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 & Strengthening Of Jarwal Road To Guruwliya Nayepura Via Naushahra Loniyanpurwa Kariyasinghpurwa (Odr) Road Km.-01 To 7(750) Under Logistic Yojna In Financial Year 2026-27. (With 5 Year Maintenance)
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 with in all lifts and lead upto 1000m. 0.9 cum bucket capacity. MORTH Ref. SI No. 3.06 - 301. |
| 2 | Construction of embankment with approved material 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. MORTh Ref. SI.No. 3.17 - 305. |
| 3 | 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. (Two Km. Cartage earth) |
| 4 | 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. MORTh Ref. SI.No. 3.18 - 305. |
| 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 (For One Km Cartage) |
| 6 | Construction of granular sub-base by providing close graded material grading-1, 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 MORTH Ref. SI.No. 4.01 - 401 (B) |
| 7 | 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. |
| 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 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 - 406 (B) |
| 9 | Providing and applying prime coat with 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. |
| 10 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. MoRTH Ref. No. 5.02 - 503. (Including Cost of bitumen VG-10) |
| 11 | Providing and laying bituminous concrete (Grade-2) 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 Ref. No. 5.05 - 507 (B) complete in all respects. |
| 12 | 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. as per MoRTH Ref. No. 6.02 - 602. |
| 13 | 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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. as per MORTh Ref. SI.No. 3.13 - 304. |
| 14 | 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. as per MORTh Ref. SI.No. 9.03 - 2100. |
| 15 | Furnishing and Placing Reinforced/ Prestressed cement concrete M-20 in super-structure as per drawing and Technical Specification. As Per MORT&H 14.01 A |
| 16 | Furnishing and Placing Reinforced/ Prestressed cement concrete M-25 in super-structure as per drawing and Technical Specification. As Per MORT&H 14.01 B Case II |
| 17 | Furnishing and Placing Reinforced/ Prestressed cement concrete M-30 in super-structure as per drawing and Technical Specification As Per MORT&H 14.01 C |
| 18 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications (PCC Grade M15 using batching plant, transit mixer & manual placing. MORTH Ref. SI.No. 9.06 (A) (Case-II) - 1500,1700 & 2100 . |
| 19 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications (PCC Grade M20 using batching plant, transit mixer & manual placing. MORTH Ref. SI.No. 9.06 C (Case-II) - 1500,1700 & 2100 . |
| 20 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. MORTh Ref. SI.No. 9.07 - 1600. |
| 21 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 22 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. As Per MORT&H 13.08 2706 & 2200 |
| 23 | 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. |
| 24 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification. As Per MORT&H 13.09 710.1.4.of IRC:78 & 2200 |
| 25 | Providing and laying of Filter media with granular materials/stone crushed aggregates, brick ballast satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. as per MORTh Ref. SI.No. 13.10 - 710.1.4.of IRC:78 and 2504.2 |
| 26 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification MORTH 2504 Sr no. 16.05 |
| 27 | P/L of 25-60 Kg stone boulder in U/S and D/S for protection of floor including cost of material labour T&P etc complete. |
| 28 | Brick Masonry Work in Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. as per MORTH Ref. SI.No. 12.5 - 1300. |
| 29 | P/Laying Reinforced cement concrete 900mm dia NP3/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding protection works, backfilling, concrete and masonry works in head walls and parapets |
| 30 | P/Laying Reinforced cement concrete 350mm dia NP3/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding protection works, backfilling, concrete and masonry works in head walls and parapets |
| 31 | Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications. as per MORTh Ref. SI.No. 13.02 - 1300 & 2200. |
| 32 | Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications. as per MORTh Ref. SI.No. 13.03 - 1300 & 2200. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 18, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 11 daysNov 18, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 11 daysTender Documents
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