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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹1.6 Cr+₹50,545.73 (0.31%)Rejected-Finance GANGA NAYAN COLONY NEAR KADRIGATE PALICE CHAWKI FARRKH | L2 | Rejected-Finance L2 |
Tender Value
Refer Docs
EMD Value
₹10.5 L
Closing Date
18 Sept 2026, 12:00 pmClosed
S. E. UNNAO CIRCLE, PWD UNNAO
OFFICE OF S. E. UNNAO CIRCLE, PWD UNNAO
Construction work of Chakrachha to Jamalpur Nayagaow road (Jind Baba ka Sthan) link road and 5 years maintenance work in F.Y. 2026-27 in District Hardoi.
2026_CEUCZ_1185063_7
3773M/1MT/ E-TENDER/UC/26-27 DATE 01.09.2026
Open Tender
Civil Works
Percentage
180 days
HARDOI
Construction work of Chakrachha to Jamalpur Nayagaow road (Jind Baba ka Sthan) link road and 5 years maintenance work in F.Y. 2026-27 in District Hardoi.
2 documents required · 2 mandatory
₹2,714
₹10.5 L
Yes
OFFICE OF S. E. UNNAO CIRCLE, PWD UNNAO
25 Sept 2026
12 Sept 2026
18 Sept 2026
12 Sept 2026
18 Sept 2026
12 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 | Excavation in Cutting in Soil by manual means with lead upto 50 m / Excavation for roadway in soil 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. Including Labour Cess Excluding G.S.T. | 62 | Cum | 180 | ₹11,160 |
| 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 Specification Clause 303.1.(local earth/Without Quartage) Including Labour Cess Excluding G.S.T. | 9,500 | Cum | 63 | ₹5,98,500 |
| 3 | Granular Sub-base with Well Graded Material (Table 400.1) / (A) By Mix in Place Method / 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. / (i) For Grading I Material Including Labour Cess Excluding G.S.T. | 470 | Cum | 4,430 | ₹20,82,100 |
| 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 density Grading 3 as per Technical Specification Clause 405. / (A) By Manual Means Including Labour Cess Excluding G.S.T. | 495 | Cum | 5,270 | ₹26,08,650 |
| 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. Including Labour Cess Excluding G.S.T. | 1,000 | Cum | 8,640 | ₹86,40,000 |
| 6 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m. / Excavation for roadwork in soil with hydraulic excavator of 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. Including Labour Cess Excluding G.S.T. | 240 | Cum | 36 | ₹8,640 |
| 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 Including Labour Cess Excluding G.S.T. | 60 | Cum | 7,580 | ₹4,54,800 |
| 8 | Brick Masonry Work in cement mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical specification Clause 1109 / (A) Brick Masonry in 1:4 cement mortar / Rate as per item No.11.5 (ii) Chapter 11 Including Labour Cess Excluding G.S.T. | 121 | Cum | 6,815 | ₹8,24,615 |
| 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 Including Labour Cess Excluding G.S.T. | 145 | Sqm | 100 | ₹14,500 |
| 10 | Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification / Rate as per item No.12.3 of Chapter 12 Including Labour Cess Excluding G.S.T. | 300 | Sqm | 257 | ₹77,100 |
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