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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.1 CrAccepted-Finance ALIGARH UTTAR PRADESH | ALIGARH | UTTAR PRADESH | 202001 | 1 | Accepted-Finance L1 IN LOTTARY SYSTEM | |
| 2 | 1₹1.1 CrRejected-Finance | 1 | Rejected-Finance - | |
| 3 | 2₹1.2 Cr+₹6.6 L (5.89%)Rejected-Finance | 2 | Rejected-Finance - |
Tender Value
Refer Docs
EMD Value
₹9.3 L
Closing Date
22 Sept 2026, 12:00 pmClosed
SE BSRO PWD BULANDSHAHR
SE BSRO PWD BULANDSHAHR
New Construction of Road from Hapur-Meerut by-pass to Vazhilpur-Sudna Link Road
2026_CEMRT_1183758_8
8336/96M/E-TENDER-BSR CIRCLE/2026-27 Dated 18.08.2026
Open Tender
Civil Works - Roads
Percentage
270 days
Haur
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹9.3 L
30 Sept 2026
9 Sept 2026
22 Sept 2026
9 Sept 2026
22 Sept 2026
9 Sept 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 | 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 and Labour cess etc. complete but excluding GST. | 37 | Cum | 37 | ₹1,369 |
| 2 | Construction 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 including cost of, all material, labour, T&P and Labour cess etc. complete but excluding GST. | 12,000 | Cum | 110 | ₹13,20,000 |
| 3 | 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. as per Technical Specification Clause 401.including cost of, all material, labour, T&P and Labour cess etc. complete but excluding GST. | 205 | Cum | 3,050 | ₹6,25,250 |
| 4 | Cement Treated Sub base
Providing, laying and speading material on a prepared sub grade, adding cement @ 2% by weight to the spread materaial 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 sub-base including cost of, all material, labour, T&P and Labour cess etc. complete but excluding GST. | 825 | Cum | 3,500 | ₹28,87,500 |
| 5 | Cement Treated Base Grade-III
Providing, laying and speading material on a prepared sub grade, adding cement @ 4% by weight to the spread materaial 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 sub-base/base including cost of, all material, labour, T&P and Labour cess etc. complete but excluding GST. | 912 | Cum | 4,500 | ₹41,04,000 |
| 6 | Providing and applying tack coat with bitumen VG-10 using bitumen 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 and Labour cess etc. complete but excluding GST. | 9,550 | Sqm | 24 | ₹2,29,200 |
| 7 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm 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 suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades as per Technical Specification Clause 508including cost of, all material, labour, T&P and Labour cess etc. complete but excluding GST. | 9,550 | Sqm | 220 | ₹21,01,000 |
| 8 | Providing and laying seal coat by manual means with VG-10 Grade 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 and Labour cess etc. complete but excluding GST. | 9,550 | Sqm | 86 | ₹8,21,300 |
| 9 | 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. (Patri work) including cost of, all material, labour, T&P and Labour cess etc. complete but excluding GST. | 2,050 | Cum | 100 | ₹2,05,000 |
| 10 | 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 and Labour cess etc. complete but excluding GST. | 80 | Cum | 175 | ₹14,000 |
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