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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.7 CrAccepted-AOC HOUSE NO 32 ADARSH COLONY WARD NO 13 RUDRAPUR UDHAM SINGH NAGAR UTTAR PRADESH | RUDRAPUR | UDHAM SINGH NAGAR | UTTAR PRADESH | ₹11.7 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹12.1 CrRejected-Finance | ₹12.1 Cr | L2 | Rejected-Finance L2 |
| 3 | L3₹12.5 CrRejected-Finance HARDAHA BALUWA VARANASI CHANDAULE | ₹12.5 Cr | L3 | Rejected-Finance L3 |
| 4 | L4₹12.8 CrRejected-Finance NA | PALWAL | HARYANA | 121004 | ₹12.8 Cr | L4 | Rejected-Finance L4 |
| 5 | L5₹13.2 CrRejected-Finance H I C 4 RAMGANGA VIHAR PHASE 2 NEAR GUPTA NURSING HOME THANA CIVIL LINES TEHSIL DISTRICT MORADABAD UTTAR PRADESH | MORADABAD | MORADABAD | UTTAR PRADESH | 244001 | ₹13.2 Cr | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | RAJ BUILDERS L2 | Shree Sai Construction L1 | M/S shri yash industries L5 | OMPRAKASH SINGH L6 | Rajpal Singh Contractor L4 | M/S SHIV CONSTRUCTION L3 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation for roadwork in soil with hydraulic excavator 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 within all lifts and lead upto 1000m. As per MORT&H Specification Clause 301 Sr. No. 3.06. (Including all taxes, labour cess, Royalty but excluding cost of GST) | 13,200 | Cum | 35 ₹4.6 L | 55 ₹7.3 L | 40 ₹5.3 L | 60 ₹7.9 L | 30 ₹4.0 L | 36.75 ₹4.9 L |
| 2.00 | Construction of Embankment with Material obtained from borrow pits Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. As per MORT&H Specification Clause 305 Sr. No. 3.16. (Including all taxes, labour cess, Royalty but excluding cost of GST) | 22,000 | Cum | 95 ₹20.9 L | 70 ₹15.4 L | 60 ₹13.2 L | 78 ₹17.2 L | 30 ₹6.6 L | 105.75 ₹23.3 L |
| 3.00 | Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. As per MORT&H Specification Clause 305 Sr. No. 3.18. (Including all taxes, labour cess, Royalty but excluding cost of GST) | 1,700 | Cum | 105 ₹1.8 L | 110 ₹1.9 L | 105 ₹1.8 L | 120 ₹2.0 L | 30 ₹51,000 | 120 ₹2.0 L |
| 4.00 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads upto 2 Km, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. As per MORT&H Specification Clause 305 Sr. No. 3.18. (Including all taxes, labour cess, Royalty but excluding cost of GST) | 400 | Cum | 45 ₹18,000 | 170 ₹68,000 | 160 ₹64,000 | 200 ₹80,000 | 60 ₹24,000 | 190 ₹76,000 |
| 5.00 | Construction of Embankment with Material Deposited from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. As per MORT&H Specification Clause 305 Sr. No. 3.17. (Including all taxes, labour cess, Royalty but excluding cost of GST) | 13,200 | Cum | 35 ₹4.6 L | 60 ₹7.9 L | 50 ₹6.6 L | 64 ₹8.4 L | 30 ₹4.0 L | 110 ₹14.5 L |
| 6.00 | Construction of Granular Sub-Base by providing close 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 vibratory roller to achieve the desired density complete. As per MORTH Specification Clause 401 Sr. No. 4.01 B. (Including all taxes, labour cess, Royalty but excluding cost of GST) | 6,900 | Cum | 2,150 ₹1.5 Cr | 2,250 ₹1.6 Cr | 2,750 ₹1.9 Cr | 2,710 ₹1.9 Cr | 2,650 ₹1.8 Cr | 2,950 ₹2.0 Cr |
| 7.00 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with mechanical paver finisher in sub- base / base coarse on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per MORTH Specification Clause 406 A Sr. No. 4.14. (Including all taxes, labour cess, Royalty but excluding cost of GST) | 4,290 | Cum | 2,850 ₹1.2 Cr | 2,550 ₹1.1 Cr | 3,200 ₹1.4 Cr | 3,055 ₹1.3 Cr | 2,950 ₹1.3 Cr | 3,450 ₹1.5 Cr |
| 8.00 | Providing and applying Primer coat with bitumen emulsion (SS-1) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. As per MORTH Specification Clause 502 Sr. No. 5.01 (Including all taxes, labour cess but excluding cost of GST) | 23,300 | Sqm | 24 ₹5.6 L | 30 ₹7.0 L | 25 ₹5.8 L | 32 ₹7.5 L | 30 ₹7.0 L | 30 ₹7.0 L |
| 9.00 | Providing and applying Tack Coat with Bitumen VG-10 using pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/ granular surface cleaned with air compressor. As per MORTH Specification Clause 503 Sr. No. 5.02 (Including all taxes, labour cess but excluding cost of GST) | 1,26,200 | Sqm | 11 ₹13.9 L | 10 ₹12.6 L | 9.3 ₹11.7 L | 10.5 ₹13.3 L | 10 ₹12.6 L | 15 ₹18.9 L |
| 10.00 | Dense Graded Bituminous Macadam (Grading-II) Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.50% by weight of total mix and filler, transporting the hot mix to work site, laying with a Mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specfication Clause 505A Sr. No. 5.04 complete in all respects. (Including all taxes, labour cess, Royalty but excluding cost of GST) | 5,427 | Cum | 8,450 ₹4.6 Cr | 8,200 ₹4.5 Cr | 8,990 ₹4.9 Cr | 9,200 ₹5.0 Cr | 9,000 ₹4.9 Cr | 7,450 ₹4.0 Cr |
Tender Value
₹13.2 Cr
EMD Value
₹26.5 L
Closing Date
15 Apr 2026, 12:00 pmClosed
Superintending Engineer
Office of The Superintending Engineer Rampur Circle PWD Rampur
Widening and Strengthening with paved shoulder of Panipat Khatima Road (SH-12) in Km 126(100) to 134(250) (Length 7.350 KM)
2026_CEMBD_1134067_1
1882/E-Nivida-R.Circle/26-27 Dt. 20.03.2026
Open Tender
Civil Works - Roads
365 days
Bijnor
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,354
₹26.5 L
Yes
Rampur
2 Jun 2026
9 Apr 2026
15 Apr 2026
9 Apr 2026
15 Apr 2026
9 Apr 2026
10 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | Excavation for roadwork in soil with hydraulic excavator 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 within all lifts and lead upto 1000m. As per MORT&H Specification Clause 301 Sr. No. 3.06. (Including all taxes, labour cess, Royalty but excluding cost of GST) | - | Cum | - | - | BI01010001010000000000000515BI0100001113 |
| 2 | Construction of Embankment with Material obtained from borrow pits Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. As per MORT&H Specification Clause 305 Sr. No. 3.16. (Including all taxes, labour cess, Royalty but excluding cost of GST) | - | Cum | - | - | BI01010001010000000000000515BI0100001114 |
| 3 | Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. As per MORT&H Specification Clause 305 Sr. No. 3.18. (Including all taxes, labour cess, Royalty but excluding cost of GST) | - | Cum | - | - | BI01010001010000000000000515BI0100001115 |
| 4 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads upto 2 Km, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. As per MORT&H Specification Clause 305 Sr. No. 3.18. (Including all taxes, labour cess, Royalty but excluding cost of GST) | - | Cum | - | - | BI01010001010000000000000515BI0100001116 |
| 5 | Construction of Embankment with Material Deposited from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. As per MORT&H Specification Clause 305 Sr. No. 3.17. (Including all taxes, labour cess, Royalty but excluding cost of GST) | - | Cum | - | - | BI01010001010000000000000515BI0100001117 |
| 6 | Construction of Granular Sub-Base by providing close 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 vibratory roller to achieve the desired density complete. As per MORTH Specification Clause 401 Sr. No. 4.01 B. (Including all taxes, labour cess, Royalty but excluding cost of GST) | - | Cum | - | - | BI01010001010000000000000515BI0100001118 |
| 7 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with mechanical paver finisher in sub- base / base coarse on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per MORTH Specification Clause 406 A Sr. No. 4.14. (Including all taxes, labour cess, Royalty but excluding cost of GST) | - | Cum | - | - | BI01010001010000000000000515BI0100001119 |
| 8 | Providing and applying Primer coat with bitumen emulsion (SS-1) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. As per MORTH Specification Clause 502 Sr. No. 5.01 (Including all taxes, labour cess but excluding cost of GST) | - | Sqm | - | - | BI01010001010000000000000515BI0100001120 |
| 9 | Providing and applying Tack Coat with Bitumen VG-10 using pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/ granular surface cleaned with air compressor. As per MORTH Specification Clause 503 Sr. No. 5.02 (Including all taxes, labour cess but excluding cost of GST) | - | Sqm | - | - | BI01010001010000000000000515BI0100001121 |
| 10 | Dense Graded Bituminous Macadam (Grading-II) Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.50% by weight of total mix and filler, transporting the hot mix to work site, laying with a Mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specfication Clause 505A Sr. No. 5.04 complete in all respects. (Including all taxes, labour cess, Royalty but excluding cost of GST) | - | Cum | - | - | BI01010001010000000000000515BI0100001121 |
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