Tender For New Construction Work Of Link Road Village Haldi To The Border Of District R Ur In District Bareilly (With 5 Years Maintenance)Length Of Road- 2.00 Kmtype Of Work cement concrete 2.00 Kmchainage Of Retaining Wall - 0.450 To 0.525Chainage O
Tender Value
2.14 Crore
Estimated cost
Bid Submission
22 Sep 2026
6 days left
EMD
12.71 Lakhs
Bank guarantee accepted
Document Fee
2725
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bareilly → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for New Construction Work Of Link Road Village Haldi To The Border Of District R Ur In District Bareilly (With 5 Years Maintenance)Length Of Road- 2.00 Kmtype Of Work cement concrete 2.00 Kmchainage Of Retaining Wall - 0.450 To 0.525Chainage Of 1000 Mm Hume Pipe Culvert- 0.500Chainage Of Box Culvert- 1.800
BOQ
| Sl. No. | Item Description |
| 1 | Excavation for roadway in Siol using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 |
| 2 | Construction of embankment with approved material obtained from side borrow pits of road with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 100.0 m as per Technical Specification Clause 301.5 |
| 3 | Construction of gravel/soil-aggregate base by providing well 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 three wheel 80-100 kN static roller to achieve the desired density, complete as per Technical Specifications Clause 402 |
| 4 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. |
| 5 | Construction of un-reinforced dowel jointed at expansion and Construction Joint only plain cement concrete pavement thickness as per design over a prepared sub-base with 43 grade cement as per clause 1501.2.2 M.-30 (Grade), coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less then 0.20 cum Capacity and appropriate weight batcher using approved mix design laid in approved fixed side formwork (Steel Channel, Laying and fixing of 125 micron thick polythene film, wedges, steel Plats including Levelling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, contraction joints, applying debonding stries, primar, sealant,dowel bar near approaches to bridge / culvert and contraction joints, admixtures as approved, curing of concrete slabs for 14 Days, curing compound,(where specified) and water finishing to lines and grades as per drawing and Technical Specification. Clause. 1501. |
| 6 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits(inside of road) with all lift and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-2 with a lead upto 100 m as per Technical Specification Clause 303.1 |
| 7 | Excavation for roadwork 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 to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause. 302.3 |
| 8 | Providing concrete for plain/reinforced concrete 1:3:6 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. |
| 9 | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 and Sr. No. 11.5 & 600 & 1200.(1:3) |
| 10 | Providing concrete for plain/reinforced concrete in Substructure complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 and 1204 (CC grade M-20) |
| 11 | Plastering with cement mortar (1:4) on brick work as per drawing and technical specification Clauses 613.4 and 1204 Sr. No. 12.3 & 600 |
| 12 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,1202 & 1203. Sr. No. 12.4 800 & 1200.(R. C. C. Grade M : 25) |
| 13 | Supply, Fitting and Placing HYSD bar reinforcement in foundation and substructure complete as per drawings and technical specifications Clause 1000 and 1200 |
| 14 | Providing and laying reinforced cement concrete pipe NP3 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 walls and parapets as per Clause 1106, and Sr. No. 9.3 & 1100. (600 mm) |
| 15 | Providing and laying reinforced cement concrete pipe NP3 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 walls and parapets as per Clause 1106, and Sr. No. 9.3 & 1100. (1000 mm) |
| 16 | Providing and laying reinforced cement concrete pipe NP3 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 walls and parapets as per Clause 1106, and Sr. No. 9.3 & 1100. (350 mm) |
| 17 | Providing and Laying filter material underneath pitching in slopes complete as per drawings and technical specifications Clause 1302 and Sr. No. 14.5 &1300. |
| 18 | Pointing with cement mortar (1:3) on brick work as per drawing and technical specification Clauses 613.3 and 1204, and Sr. No. 12.2 & 600. |
| 19 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 |
| 20 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,1202 & 1203. Sr. No. 12.4 800 & 1200.(R. C. C. Grade M : 25) |
| 21 | Providing Weepholes in brick masonary/Stone masonary, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC/PVC pipe extendeng through the full width of the structures with slope of 1(V) : 20(H) towards drawing face complete as per drawing and technical specification 614,709,1204.3.7. |
| 22 | Providing and laying of compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and formed into the joint gap with special adhesive binder as per drawing, and technical specifications Clause 1207.2.4 |
| 23 | Drainage spouts complete as per drawing and technical specifications Clause 1209 |
| 24 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 |
| 25 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 |
| 26 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 15, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 22, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysSep 22, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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