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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹83.3 LAccepted-AOC | ₹83.3 L | L1 | Accepted-AOC AOC |
| 2 | L2₹87.9 LRejected-Finance | ₹87.9 L | L2 | Rejected-Finance L2 |
| 3 | L3₹92.7 LRejected-Finance | ₹92.7 L | L3 | Rejected-Finance L3 |
| 4 | L4₹1.0 CrRejected-Finance 0 CHINHAT LUCKNOW UTTAR PRADESH 227105 UDYAM UP 50 0067162 | 227105 | ₹1.0 Cr | L4 | Rejected-Finance L4 |
| 5 | L5₹1.2 CrRejected-Finance | ₹1.2 Cr | L5 | Rejected-Finance L5 |
Tender Value
₹1.3 Cr
EMD Value
₹8.4 L
Closing Date
26 Mar 2026, 12:00 pmClosed
SE, BSR CIRCLE, PWD, BULANDSHAHR
SE, BSR CIRCLE, PWD, BULANDSHAHR
New Construction Work on Syana Hingwada Wahpur Kuchesar road from Shaheed Murti to Durga Devi Inter Collage via Beehta Abadi
2026_CEMRT_1127201_1
3119/96M/E-TENDER/BSR CIRCLE/2025-26 Dated 18.03.2026
Open Tender
Civil Works - Roads
180 days
SE, BSR CIRCLE, PWD
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,714
₹8.4 L
Yes
SE, BSR CIRCLE, PWD, BULANDSHAHR
2 May 2026
19 Mar 2026
26 Mar 2026
19 Mar 2026
26 Mar 2026
19 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 |
|---|---|---|---|---|---|
| 1Part (A) Bituminous Part 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 cross-sections, 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 cost of, all material, labour, T&P a,all taxes and Labour cess etc. complete but excluding GST. | |||||
| 2Construction of embankment 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(With ordinary E/W in Embankment)..Including cost of, all material, labour, T&P and Labour cess etc. complete 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 Specifcation Clause 401..Including cost of, all material, labour, T&P, all taxes and Labour cess etc. complete but excluding GST. | |||||
| 4(Cement Treated Base) providing, laying and spreading in uniform layers with motor grader on a preparedSub base, Cement @ 4% by weight to the spread Material manually,mixing in place with Rotavator and compacting with Road roller at OMC to achieve the desired unconfined compressive strength and form a layer of base. Including cost of all material, labour, T&P,all taxes and royalty but excluding cost of GST. | |||||
| 5Brick edging on both side of the road of M- 150 bricks 7 cm. wide. 11 cm. deep, laid with mud mortar including labour & supply of bricks finished to the required template and in proper alignment and also including dressing and ramming the excavated earth as directed by the Engineer-in-charge and as per SOR No-5.04. | |||||
| 6Providing and applying tack coat with Bitumen VG-10 grade pressure distributor at the rate of 0.30 kg per sqm on the prepared granular/Bituminous surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.Including cost of all material, labour, T&P,all taxes and royalty But Excluding cost of GST. | |||||
| 7Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6 mm aggregates using VG-10 Grade bitumen to required line ,grade and level to serve as wearing course on a previously prepared base, including mixing in a sutable plant, laying and rolling with a three wheel 80-100 Kn staic roller capacity finished to required level as per Technical specifican clause 508.Including cost of all material, labour, T&P,all taxes and royalty But Excluding cost of GST | |||||
| 8Providing and laying seal coat by manual means with VG-10 Bitumen 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.Including cost of all material, labour, T&P,all taxes and royalty but excluding GST. | |||||
| 9Construction 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 cost of all material, labour, T&P,all taxes and royalty but excluding GST. (Ordinary Earth work in Patri) | |||||
| 10Part (B) CC Part 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 cross-sections, 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 cost of, all material, labour, T&P a,all taxes and Labour cess etc. complete but excluding GST. | |||||
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