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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Eligible for financial bid opening |
| 2 | Accepted-Technical 628 336 SHAKTI NAGAR INDIRA NAGAR LUCKNOW | LUCKNOW | Accepted-Technical Eligible for financial bid opening |
Tender Value
₹1.5 Cr
EMD Value
₹9.6 L
Closing Date
18 Sept 2026, 12:00 pmClosed
Superintending Engineer
0/0 Superintending Engineer Ayodhya/Ambedkarnagar Circle, P.W.D. Ayodhya
Construction Work of Bibipur Link Road in Block-Fatehpur, District Barabanki.
2026_CEUFZ_1182607_4
5572/1KAM(BARA)E-Tender/2026 Date 27-08-2026
Open Tender
Civil Works
Percentage
180 days
Barabanki
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹9.6 L
Ayodhya
22 Sept 2026
7 Sept 2026
18 Sept 2026
7 Sept 2026
18 Sept 2026
7 Sept 2026
14 Sept 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 Technical Specification Clause 301.5 | 7,890 | Cum | 80 | ₹6,31,200 |
| - | 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 Specification Clause 303.1. | 2,200 | Cum | 70 | ₹1,54,000 |
| - | 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 | 28.5 | Cum | 18 | ₹513 |
| - | Construction of granular sub-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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | 554 | Cum | 4,100 | ₹22,71,400 |
| - | 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 Static roller 8-10 tonnes 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. | 442 | Cum | 5,000 | ₹22,10,000 |
| - | Construction of un-reinforced, 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, spreading the concrete with shovels, rakes, compacted using needle and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying primer, sealant, as per design, admixtures as approved, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 | 885 | Cum | 8,700 | ₹76,99,500 |
| - | 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. Clause 300 | 300.31 | Cum | 370 | ₹1,11,114.7 |
| - | Providing concrete for plain/reinforced concrete (1:3:6) in open foundations complete as per drawings and technical specifications Clauses 802, 803, 1202 & 1203 | 31.52 | Cum | 7,200 | ₹2,26,944 |
| - | Brick masonry work in cement mortar (1:4) in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 | 21.7 | Cum | 6,800 | ₹1,47,560 |
| - | Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 | 64.9 | Sqm | 85 | ₹5,516.5 |
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