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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC | ₹1.2 Cr Quoted ₹1.1 Cr | L1 | Accepted-AOC L1 |
| 2 | Not Admitted-Fee/PreQual/Technical 104 BHAPTAMAU ALAMNAGAR CORSSING BIADATGANJ LUCKNOW | LUCKNOW | UTTAR PRADESH | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹1.5 Cr
EMD Value
₹9.4 L
Closing Date
26 Mar 2026, 12:00 pmClosed
SUPERINTENDING ENGINEER
OFFICE OF SE UNNAO CIRCLE PWD UNNAO
Construction of Mahamau Road to Khutena Link Road
2026_CEUCZ_1128131_2
1206/M/1MT/E-TENDER/UC/2026 DT 16.03.2026
Open Tender
Civil Works - Roads
365 days
HARDOI
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,715
₹9.4 L
Yes
17 Apr 2026
20 Mar 2026
26 Mar 2026
20 Mar 2026
26 Mar 2026
20 Mar 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 |
|---|---|---|---|---|---|
| 1Construction 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 (SOR-253) (Rates are Including Labour Cess but Excluding GST) | |||||
| 2Excavation in soil using hydraulic excavator and tipper with disposal upto 1000 m excavation for roadwork in soil with hydraulic excavator of 0.90 cum bucket capacity including cutting and loading in tipper, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-section 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. (Rates are Including Labour Cess but Excluding GST) | |||||
| 3Construction 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. (Rates are Including Labour Cess but Excluding GST) | |||||
| 4Providing ,Laying and spreading material on a prepared subbase ,cement @ 4 % by weight to the spread material manually,mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of base. (Rates are Including Labour Cess but Excluding GST) | |||||
| 5Construction of Subgrade and Earthen Shoulders with approved material obtained from borrow pits availble land with all lifts and leads, spreading, grading to required slope and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specitaion Clause 303.1 (Rates are Including Labour Cess but Excluding GST) | |||||
| 6Providing and applying tack coat with Bitumen (VG-10) using bitumen distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. (Rates are Including Labour Cess but Excluding GST) | |||||
| 7Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, 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 of Type C as per Technical Specification Clause 508. (Rates are Including Labour Cess but Excluding GST) | |||||
| 8Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C, as per Technical Specification Clause 510 (Rates are Including Labour Cess but Excluding GST) | |||||
| 9Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days. (Rates are Including Labour Cess but Excluding GST) | |||||
| 10Laying 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 (3 No. x 2.50 Mt = 7.50 Mt) (1000 mm dia RCC NP-3 hume pipe) (Rates are Including Labour Cess but Excluding GST) | |||||
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