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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.2 LAccepted-AOC 143 SHASTRI NAGAR LAKHIMPUR KHERI | ₹49.2 L | L1 | Accepted-AOC AOC |
| 2 | L2₹49.5 LRejected-Finance 7TH FLOOR 701 A TOWER 1 PANCHSHEEL WELLINGTON CROSSING REPUBLIC ROAD GHAZIABAD | GHAZIABAD | GHAZIABAD | UTTAR PRADESH | ₹49.5 L | L2 | Rejected-Finance Rejected Being Higher Rates |
| 3 | L3₹50.7 LRejected-Finance 2 317 VINEET KHAND GOMTI NAGAR LUCKNOW | LUCKNOW | LUCKNOW | UTTAR PRADESH | ₹50.7 L | L3 | Rejected-Finance Rejected Being Higher Rates |
| 4 | L4₹51.7 LRejected-Finance | ₹51.7 L | L4 | Rejected-Finance Rejected Being Higher Rates |
| 5 | L5₹55.1 LRejected-Finance 117 UDYAN 1 ELDECO 1 LUCKNOW | SHRAVASTI | UTTAR PRADESH | 271201 | ₹55.1 L | L5 | Rejected-Finance Rejected Being Higher Rates |
Tender Value
₹73.5 L
EMD Value
₹5.7 L
Closing Date
24 Mar 2026, 12:00 pmClosed
SE Lucknow Circle PWD Lucknow
Office of the SE Lucknow Circle PWD Lucknow
New Construction Work of Anandi Water Park Road to Mozzam Ka Purwa Road
2026_CEUCZ_1127345_1
1755/523 C (PDL) Lko.Cir./2025-26 Dated 12.03.2026
Open Tender
Civil Works - Roads
180 days
Lucknow
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹5.7 L
Office of the SE Lucknow Circle PWD Lucknow
27 Apr 2026
19 Mar 2026
24 Mar 2026
19 Mar 2026
24 Mar 2026
19 Mar 2026
19 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 subgrade with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 complete in all respects.(Including all material, labour & T&P | |||||
| 2Construction 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. | |||||
| 3Providing ,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 | |||||
| 4Providing ,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. | |||||
| 5Providing 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 0.75 kg/sqm using mannual means. | |||||
| 6Providing and applying tack coat with VG_10 using bitumen distributor at the rate of 0.2 kg per sqm on the prepared surface cleaned hydraulic broom. | |||||
| 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 (80/100) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a HMP plant, laying with Paver 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 either Type C as per Technical Specification Clause 508. | |||||
| 8Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using bitumen (80/100) for Type C as per Technical Specification Clause 510 | |||||
| 9Edging with Straight over burnt bricks, laid dry lengthwise, including excavation, refilling, consolidation, with a hand packing and spreading nearly surplus earth within a lead of 50 metres As Per SOR Chat 25 Item No-21 | |||||
| 10Retro Reflectorised Signs (Stainless steel Frame and Post with one side sings) Supply & fixing of reflective sign board (Single side) of size 1.50x1.20 m retro reflective sheeting of HIP grade type-IV, the board shall be fixed on 50mm SS 304 grade pipe and reflective sheet on 4 mm thick, ACM sheet of standard make as per MORTH specificaton. The Board shall be fixed using 2 man post 45x45x60 cm cement concrete foundation. The stainless steel joint welding of SS pipe work shall be band and grinder property including bufting so an to give uniform shining at weded joints. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer / Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012. Legends , letters , numerals and borders etc should be as per MoRTH specification No-801.3.7 . Proof of the same in form of government report shall be uploaded while quoting tender. As Per SOR Ch-26 Item No-25. | |||||
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