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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹11.1 CrAccepted-AOC 35 WARD NO 02 ISLAMNAGAR DISTT BUDAUN | BUDAUN | UTTAR PRADESH | 110025 | ₹11.1 Cr Quoted ₹10.6 Cr | 1 | Accepted-AOC Lowest rate qutoed by M/s A.B. Infrazone PVt Ltd Islamnagar Buduan from the Tender BOQ rate |
| 2 | 2₹11.3 CrRejected-Finance MOH PADAW NAWABGANJ GONDA U P 271303 | GONDA | UTTAR PRADESH | 271303 | ₹11.3 Cr | 2 | Rejected-Finance High rate quoted by the bidder instead of Ist Lowest bidder |
| 3 | 3₹11.4 CrRejected-Finance SURYA FACTORY SORAN ROAD ALIGARH | ALIGARH | ALIGARH | UTTAR PRADESH | ₹11.4 Cr | 3 | Rejected-Finance High rate quoted by the bidder instead of Ist Lowest bidder |
| 4 | 4₹11.4 CrRejected-Finance | ₹11.4 Cr | 4 | Rejected-Finance High rate quoted by the bidder instead of Ist Lowest bidder |
| 5 | 5₹14.2 CrRejected-Finance | ₹14.2 Cr | 5 | Rejected-Finance High rate quoted by the bidder instead of Ist Lowest bidder |
| Sl No | Description | Qty | Unit | Shri Krishna And Company L5 | M/S A B INFRAZONE PRIVATE LIMITED L1 | SHIV CONSTRUCTION L2 | M/s Hanu Infrastructure Pvt Ltd L3 | M/S JAI BUILDERS L4 | Raj Shyama Constructions Pvt. Ltd. L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Providing and applying Tack Coat with VG-10 using bitumin pressure distributor @ of 0.30 kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom. As per MORT&H clause no. 503 | 3,22,000 | Sqm | 15 ₹48.3 L | 13 ₹41.9 L | 10 ₹32.2 L | 10 ₹32.2 L | 10 ₹32.2 L | 20 ₹64.4 L |
| 2.00 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects | 9,660 | Cum | 14,200 ₹13.7 Cr | 10,500 ₹10.1 Cr | 11,300 ₹10.9 Cr | 11,450 ₹11.1 Cr | 11,450 ₹11.1 Cr | 14,270 ₹13.8 Cr |
| 3.00 | Construction of Subgrade and earthen shoulders with apporved material obtained from borrow pits with all ifts and leads transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.2 as per Tecnical Specification Clause 303.2 | 3,864 | Cum | 60 ₹2.3 L | 150 ₹5.8 L | 70 ₹2.7 L | 50 ₹1.9 L | 100 ₹3.9 L | 70 ₹2.7 L |
Tender Value
₹14.8 Cr
EMD Value
₹29.6 L
Closing Date
31 Mar 2026, 12:00 pmClosed
Superintending Engineer BDN-PBT Circle PWD Bly
O/O SUPERINTENDING ENGINEER BDN-PBT CIRCLE PWD BAREILLY
RENEWAL WORK BY B.C.FROM KM 186 TO 198 AND KM 203 TO 208(400)OF MEERUT BADAUN ROAD IN THE FINANCIAL YEAR 2026-27 IN DISTT. BADAUN
2026_CEBLY_1129339_1
1831(2)/7Nivida(CD)ET-08/25-26 Dtd 18-03-2026
Open Tender
Civil Works
240 days
Budaun
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,714
₹29.6 L
Yes
Bareilly
5 Jun 2026
24 Mar 2026
31 Mar 2026
24 Mar 2026
31 Mar 2026
24 Mar 2026
26 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Providing and applying Tack Coat with VG-10 using bitumin pressure distributor @ of 0.30 kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom. As per MORT&H clause no. 503 | |||||
| 2Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects | |||||
| 3Construction of Subgrade and earthen shoulders with apporved material obtained from borrow pits with all ifts and leads transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.2 as per Tecnical Specification Clause 303.2 | |||||
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