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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.5 LAccepted-AOC | ₹34.5 L Quoted ₹34.6 L | L1 | Accepted-AOC AOC |
| 2 | L2₹34.6 L+₹3,459.90 (0.10%)Rejected-Finance | ₹34.6 L+₹3,459.90 (0.10%) | L2 | Rejected-Finance REJECTED BEING HIGHER RATE |
Tender Value
₹35 L
EMD Value
₹3.5 L
Closing Date
19 Mar 2026, 12:00 pmClosed
S.E. Lucknow Circle LUCKNOW
S.E. Lucknow Circle LUCKNOW
New Construction of Missing link between Malikpur Barana avam Sharda Sahayak
2026_CEUCZ_1124501_2
1568/401C-LKOCIR/2025-26 DATED 28.02.2026
Open Tender
Civil Works
Fixed-rate
180 days
RAEBARELI
New Construction of Missing link between Malikpur Barana avam Sharda Sahayak
2 documents required · 2 mandatory
₹2,714
₹3.5 L
Yes
S.E. Lucknow Circle LUCKNOW
18 Aug 2026
12 Mar 2026
19 Mar 2026
12 Mar 2026
19 Mar 2026
12 Mar 2026
13 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 |
|---|---|---|---|---|---|
| 1 | 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 all material, labour & T&P with all taxes etc. complete but excluding GST | 2,500 | cum | 86 | ₹2,15,000 |
| - | Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting , trimming bottom and slopes, in accordance with requirements of lines, grades and cross sections within all lifts and lead . Including all material, labour & T&P with all taxes etc. complete but excluding GST | 140 | cum | 19 | ₹2,660 |
| - | 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 all material, labour & T&P with all taxes etc. complete but excluding GST | 412 | Cum | 3,100 | ₹12,77,200 |
| - | Providing ,Laying ,spreading Material on prepared sub base ,adding 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 form a layer of base. Including all material, labour & T&P with all taxes etc. complete but excluding GST | 217 | cum | 4,250 | ₹9,22,250 |
| - | Construction of shoulder 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 all material, labour & T&P with all taxes etc. complete but excluding GST | 600 | cum | 86 | ₹51,600 |
| - | Providing and applying tack coat with Bitumen V.G._10 using Bitumin pressure distributor at the rate of 0.35 kg per sqm on the prepared surface cleaned with hydraulic broom . Including all material, labour & T&P with all taxes etc. complete but excluding GST | 2,906.25 | Sqm | 19 | ₹55,218.75 |
| - | Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates from approved quarry with using VG_10 @ 1.46 Kg per Sqm 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades. Including all material, labour & T&P with all taxes etc. complete but excluding GST | 2,906.25 | Sqm | 187 | ₹5,43,468.75 |
| - | Providing and laying seal coat composed of 6.7 mm aggregates from approved quarry with using VG_10 @ 0.65 Kg per Sqm bitumen to required sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type 'C'. Including all material, labour & T&P with all taxes etc. complete but excluding GST | 2,906.25 | Sqm | 69 | ₹2,00,531.25 |
| - | Plain cement concrete 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. As per mord Spe-800 Including all material, labour & T&P with all taxes etc. complete but excluding GST | 4.7 | Cum | 7,000 | ₹32,900 |
| - | Granular material GSB filling in foundation trenches as per drawing & technical specition clause 305.3.9 on the sides of Hume pipe Ave Rate of 22.4-53,6.7 mm & Stone dust Including all material, labour & T&P with all taxes etc. complete but excluding GST | 5.3 | Cum | 1,950 | ₹10,335 |
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