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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAccepted-AOC | ₹2.1 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹2.2 CrRejected-Finance 11 4 KHANANCHI TOLA HARDOI | ₹2.2 Cr | L2 | Rejected-Finance L2 |
| 3 | Not Admitted-Fee/PreQual/Technical ADD C 269 AWAS VIKAS COLONY DISTT HARDOI 241001 | HARDOI | UTTAR PRADESH | 241001 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
Refer Docs
EMD Value
₹13.2 L
Closing Date
26 Dec 2025, 12:00 pmClosed
S. E. UNNAO CIRCLE, PWD UNNAO
OFFICE OF S. E. UNNAO CIRCLE, PWD UNNAO
Widening with Reconstruction work of Chinni Mill Gate to Vindhya Pandeypur link road and 5 years maintenance work in F.Y. 2025-26 in District Hardoi.
2025_CEUCZ_1099459_1
6673M/1MT/ E-TENDER/UC/25-26 DATE 11.12.2025
Open Tender
Civil Works
365 days
HARDOI
Widening with Reconstruction work of Chinni Mill Gate to Vindhya Pandeypur link road and 5 years maintenance work in F.Y. 2025-26 in District Hardoi.
2 documents required · 2 mandatory
₹2,714
₹13.2 L
Yes
OFFICE OF S. E. UNNAO CIRCLE, PWD UNNAO
28 Jan 2026
18 Dec 2025
26 Dec 2025
18 Dec 2025
26 Dec 2025
18 Dec 2025
20 Dec 2025
Construction of embankment with approved material obtained from availble land as permitted and approved by Engineer-inCharge 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
Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m 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 crosssections, 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 but 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 but Excluding GST)
Providing ,Laying ,spreading and compacting stone aggregates of 63-45 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,binding materials to fill up theinterstices of coarse aggregate ,watering and compacting to the required density (Including Labour cess but 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 but Excluding GST)
Brick edging on both side of the road of 1st Class brick 8 cm. (3") wide and 12 cm. (41/2") deep laid with mud mortar all labour finished to the required template and in proper alignment and also including dressing & ramming the excavated earth including all labour, T&P sudries required for proper completion of work with material
Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70kg/sqm usingmannual means .(Including Bitumen, Labour cess but Excluding GST)
Providing and applying tack coat with VG_10 using bitumen distributor at the rate of 0.35kg per sqm on the prepared surface cleaned with Mechanical broom ..(Including Bitumen, Labour cess but Excluding GST)
Providing, laying and rolling of open-gradedpremix carpet of 20 mm thickness composed of13.2 mm to 5.6 mm aggregates either usingpenetration grade bitumen or emulsion torequired line, grade and level to serve aswearing course on a previously prepared base,including mixing in a suitable plant, laying androlling with a three wheel 80-100 kN static rollercapacity, finished to required level and gradesto be followed by sealcoat of either Type A orType B or Type C as per TechnicalSpecificationClause 508.Case - I By Manual Means(I)Bitumen (S-90).(Including Bitumen, Labour cess but Excluding GST)
Providing and laying seal coat sealing the voidsin a bituminous surface laid to the specifiedlevels, grade and cross fall using Type A, TypeB and Type C as per Technical SpecificatioClause 510A.By Manual MeansCase - III : Type C(I)Bitumen (S-90).(Including Bitumen, Labour cess but Excluding GST)
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 but Excluding GST)
P.C.C.1:3:6 in Foundation Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (Including Labour cess but Excluding GST)
PCC Grade M 20 Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specifications clauses 802,803,1202&1203 (Including Labour cess but 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 but 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 but 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)
Laying reinforced cement concrement pipe 1000 mm Dia 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(Including labour cess)
Maintenance of constructed road for next five yrears after the actual date of Completion The amount to be paid as total maintenance cost for next five years in the form of installment as below. (Rates are including labour cess but excluding GST) 1st Year Zero and 2nd year after the actual date of completion @0.75% of total construction cost.
3rd year @1.50% of total construction cost.
4th year @2.25% of total construction cost
5th year @3.00% of total construction cost.
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