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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹51.6 LAccepted-AOC | ₹51.6 L Quoted ₹52.0 L | L1 | Accepted-AOC Tender Awarded |
| 2 | L2₹52.7 LRejected-Finance | ₹52.7 L | L2 | Rejected-Finance Financial Bid rejected being higher rate |
| 3 | L3₹58.7 LRejected-Finance | ₹58.7 L | L3 | Rejected-Finance Financial Bid rejected being higher rate |
Tender Value
₹56.9 L
EMD Value
₹4.8 L
Closing Date
26 Feb 2026, 12:00 pmClosed
SE Unnao Circle PWD Unnao
SE Unnao Circle PWD Unnao
Construction of Dosti Nagar to Bhatawan link road with Five year maintenance
2026_CEUCZ_1118026_4
510MT/1MT/E-Tender/UC/2025 Dt. 30-01-2026
Open Tender
Civil Works
180 days
Unnao
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,715
₹4.8 L
Yes
6 May 2026
19 Feb 2026
26 Feb 2026
19 Feb 2026
26 Feb 2026
19 Feb 2026
Construction of embankment with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5 (Including labour Cess & Excluding GST)
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 materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Including labour Cess & Excluding GST)
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. (Including labour Cess & Excluding GST)
Providing ,Laying ,spreading and compacting stone aggregates of 53-22.4 mm size 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 nterstices of coarse aggregate ,watering and compacting to the required density (Including labour Cess & Excluding GST)
Cement Treated Base (4% Cement) Providing, laying and spreading material on prepared sub-base, cement @ 4% by weight to the spread material manually mixing in place with rotavator and compacting with the road roller at OMC to achive the desired unconfined compressive strength and to from a layer of base.(Including labour Cess & Excluding GST)
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.. (Including labour Cess & Excluding GST)
Providing and applying tack coat with VG_10 using bitumen distributor at the rate of 0.30-40 kg per sqm on the prepared surface cleaned with hydraulic broom . (Including labour Cess, Bitumen & Excluding GST)
Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line ,grade and level to serve as wearing course on a previously prepared base including mixing by mixall ,laying and rolling with a three wheel 80-100 KN static roller capacity finished to required level and grades to be followed by seal coat . (Including labour Cess, Bitumen & Excluding GST)
Providing and laying seal coat 'C' Type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall (Including labour Cess, Bitumen & Excluding GST)
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 pproved 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, admixture (Including labour Cess & Excluding GST)
Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed infoundation and compected by vibration including curing for14days. (Including labour Cess & Excluding GST)
Laying reinforced cement concrement pipe for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation,protection works,back filling,concrete and masonary works in head walls and parapets 1000 mm dia hume pipe (Including labour Cess & Excluding GST)
Brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical speficiations clauses 600, 1202 & 1203 (Including labour Cess & Excluding GST)
Pointing with cement mortar (1:3) on brickwork in sub structure & super structure as per drawing and technical specification clauses 613.3 , 1204 and 1208.4 (Including labour Cess & Excluding GST)
Plastering with cement mortar (1:4) 15 mm thick on brickwork in substructure/superstracutre as per technical specification clauses 613.4 & 1204 (Including labour Cess & Excluding GST)
Laying reinforced cement concrement pipe for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation,protection works,back filling,concrete and masonary works in head walls and parapets 350 mm dia hume pipe (Including labour Cess & Excluding GST)
Maintenance of Constructed Road for next Five Year after the actual date of completion,Total maintenace Cost 7.50% of BOQ shall be paid in the form of installment as below,The payment shall be the inclusive of cess but Excluding GST,Payment shall be done as per satisfaction of Engineer-in-Charge regarding maintenance work carried out by Contractor. (i) From Completion of 1 Year to 2nd Year 0.75% of Bill Amount.
(ii) 2nd Year to 3rd Year 1.25% of Bill Amount.
(iii) 3rd Year to 4th Year 2.00% of Bill Amount.
(iv) 4th Year to 5th Year 3.50% of Bill Amount.
Maintenance of Constructed CC Road for next Five Year after the actual date of completion,Total maintenace Cost 2.50% of BOQ shall be paid in the form of installment as below,The payment shall be the inclusive of cess but Excluding GST,Payment shall be done as per satisfaction of Engineer-in-Charge regarding maintenance work carried out by Contractor. (i) From Completion of 1 Year to 2nd Year 0.25% of Bill Amount.
(ii) 2nd Year to 3rd Year 0.50% of Bill Amount.
(iii) 3rd Year to 4th Year 0.75% of Bill Amount.
(iv) 4th Year to 5th Year 1.00% of Bill Amount.
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