Tender For Construction Work Of Scheduled Settlement Link And 2X2 Reinforced Cement Concrete Culvert Via Devrakh New Settlement.
Tender Value
1.18 Crore
Estimated cost
Bid Submission
06 Oct 2026
10 days left
EMD
7.93 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
Prayagraj → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Work Of Scheduled Settlement Link And 2X2 Reinforced Cement Concrete Culvert Via Devrakh New Settlement.
BOQ
| Sl. No. | Item Description |
| 1 | Construction of Embankment with Material Obtained from Borrow Pits / Construction of embankment with approved material obtained from borrow pits 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 1000 m as per TechnicalSpecification Clause 301.5 |
| 2 | Construction of Subgrade and Earthen Shoulders/Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical SpecificationClause 303.1.(local earth/Without Quartage) |
| 3 | Granular Sub-base with Well Graded Material (Table 400.1) / (A) By Mix in Place Method / Construction of granular subbase 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. / (i) For Grading I Material |
| 4 | Water Bound Macadam Sub-base/base / (3) WBM Grading 3 / Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required densityGrading 3 as per Technical Specification Clause 405. / (B) By Mechanical Means |
| 5 | Cement Concrete Pavement - 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 or any other type as per Clause 1501.2.2 M30 Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork 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, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. |
| 6 | Excavation for Structures / Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. / Rate as per item No.11.1 of Chapter 11 / Rate as applicable for the type of soil/rock are to be taken |
| 7 | Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109 / Rate as per item No.11.4 of Chapter 11 |
| 8 | Stone/Brick masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. / I. Coursed rubble masonry (1st sort) / (i) In 1:3 cement mortar |
| 9 | Pointing with Cement Mortar (1:3) on brickwork as per technical specification Clause 613.3 / Rate as per item No.12.2 of Chapter 12 |
| 10 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 |
| 11 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row / 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 butexcluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. / 1000 mm dia |
| 12 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m / III. C.C grade M 20 |
| 13 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m / IV. R.C.C. grade M 25 |
| 14 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 15 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 / II. R.C.C M 25 |
| 16 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202. |
| 17 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications. As per MoRTH Technical Specification Clause No. 2702 |
| 18 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 |
| 19 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8. |
| 20 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 / I. Stone/Boulde |
| 21 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 / I) Granular material Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 25, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 06, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 10 daysOct 06, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 10 daysTender Documents
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