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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹9.5 CrAccepted-Finance 75A HAMID VILLA AHMED NAGAR DODPUR ALIGARH | ALIGARH | ALIGARH | UTTAR PRADESH | ₹9.5 Cr | L-1 | Accepted-Finance RESPONSIVE |
| 2 | L-2₹9.6 CrRejected-Finance | ₹9.6 Cr | L-2 | Rejected-Finance NON RESPONSIVE |
| 3 | L-3₹9.8 CrRejected-Finance | ₹9.8 Cr | L-3 | Rejected-Finance NON RESPONSIVE |
| 4 | L-4₹10.4 CrRejected-Finance | ₹10.4 Cr | L-4 | Rejected-Finance NON RESPONSIVE |
| 5 | L-5₹11.6 CrRejected-Finance KOTHI NO 6 CIVIL LINES OPP TB TOWER DISTRICT MORADABAD UTTAR PRADESH | MORADABAD | UTTAR PRADESH | 244001 | ₹11.6 Cr | L-5 | Rejected-Finance NON RESPONSIVE |
| Sl No | Description | Qty | Unit | M/S A B INFRAZONE PRIVATE LIMITED L6 | M/S M A DEVELOPERS AND ENGINEERS L5 | Noshe Ali Contractor L3 | M/S M A KHAN AND SONS L2 | S S CONSTRUCTIONS L1 | M/s M.J. Construction L4 | M/S SHIV CONSTRUCTION L7 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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 within all lifts and lead upto 1000m and including all material, labour, labour cess, T&P royalty, all tasex etc. complete as per diretcion by i-in-c but excluding G.S.T. | 7,000 | Cum | 100 ₹7 L | 30 ₹2.1 L | 30 ₹2.1 L | 30 ₹2.1 L | 50 ₹3.5 L | 40 ₹2.8 L | 57.86 ₹4.1 L |
| 2.00 | Construction of Embankment with approved material obtained form road side with all lifts and leads, transporting to site, spreading, grading to required slope and compecting to meet requirement of table 300-2. and including all material, labour, labour cess, T&P royalty, all tasex etc. complete as per diretcion by i-in-c but excluding G.S.T. | 7,000 | Cum | 150 ₹10.5 L | 40 ₹2.8 L | 90 ₹6.3 L | 80 ₹5.6 L | 60 ₹4.2 L | 100 ₹7 L | 178.15 ₹12.5 L |
| 3.00 | Construction of Embankment with approved material obtained form borrow pits with all lifts and leads, transporting 3.00 km upto site, spreading, grading to required slope and compecting to meet requirement of table 300-2. and including all material, labour, labour cess, T&P royalty, all tasex etc. complete as per diretcion by i-in-c but excluding G.S.T. | 1,15,500 | Cum | 100 ₹1.2 Cr | 120 ₹1.4 Cr | 110 ₹1.3 Cr | 100 ₹1.2 Cr | 100 ₹1.2 Cr | 165 ₹1.9 Cr | 255 ₹2.9 Cr |
| 4.00 | Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. (i) By Mechanical Means using Hydraulic excavator close no 3.15 Spe 305.4.3 and including all material, labour, labour cess, T&P royalty, all tasex etc. complete as per diretcion by i-in-c but excluding G.S.T. | 8,000 | sqm | 200 ₹16 L | 9 ₹72,000 | 5 ₹40,000 | 9 ₹72,000 | 7 ₹56,000 | 8 ₹64,000 | 26.6 ₹2.1 L |
| 5.00 | Construction of granular sub-base by providing coarse 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 clause 401. and including all material, labour, labour cess, T&P royalty, all tasex etc. complete as per diretcion by i-in-c but excluding G.S.T. | 3,060 | Cum | 3,300 ₹1.0 Cr | 4,780 ₹1.5 Cr | 3,200 ₹97.9 L | 3,400 ₹1.0 Cr | 3,800 ₹1.2 Cr | 3,100 ₹94.9 L | 4,275 ₹1.3 Cr |
| 6.00 | 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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. and including all material, labour, labour cess, T&P royalty, all tasex etc. complete as per diretcion by i-in-c but excluding G.S.T. | 3,700 | Cum | 3,600 ₹1.3 Cr | 4,780 ₹1.8 Cr | 3,800 ₹1.4 Cr | 4,000 ₹1.5 Cr | 4,000 ₹1.5 Cr | 3,650 ₹1.4 Cr | 4,630.7 ₹1.7 Cr |
| 7.00 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. and including all material, labour, labour cess, T&P royalty, all tasex etc. complete as per diretcion by i-in-c but excluding G.S.T. | 23,900 | Sqm | 30 ₹7.2 L | 37 ₹8.8 L | 30 ₹7.2 L | 15 ₹3.6 L | 20 ₹4.8 L | 30 ₹7.2 L | 38.15 ₹9.1 L |
| 8.00 | Providing and laying dense graded bituminous macadam grade-II with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5 per cent by weight of total 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. and including all material, labour, labour cess, T&P royalty, all tasex etc. complete as per diretcion by i-in-c but excluding G.S.T. | 1,350 | cum | 11,500 ₹1.6 Cr | 11,975 ₹1.6 Cr | 9,400 ₹1.3 Cr | 10,000 ₹1.4 Cr | 10,500 ₹1.4 Cr | 10,500 ₹1.4 Cr | 11,140 ₹1.5 Cr |
| 9.00 | Providing & applying tack coat with bitumen VG-10 using pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface and including all material, labour, labour cess, T&P royalty, all tasex etc. complete as per diretcion by i-in-c but excluding G.S.T. | 24,900 | Sqm | 10 ₹2.5 L | 12 ₹3.0 L | 10 ₹2.5 L | 10 ₹2.5 L | 11 ₹2.7 L | 8 ₹2.0 L | 10.5 ₹2.6 L |
| 10.00 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour 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. 509 complete in all respects and including all material, labour, labour cess, T&P royalty, all tasex etc. complete as per diretcion by i-in-c but excluding G.S.T. | 740 | Cum | 12,500 ₹92.5 L | 13,700 ₹1.0 Cr | 10,800 ₹79.9 L | 10,000 ₹74 L | 12,500 ₹92.5 L | 11,367 ₹84.1 L | 11,732.85 ₹86.8 L |
Tender Value
₹14 Cr
EMD Value
₹28 L
Closing Date
7 Apr 2026, 12:00 pmClosed
SE MBD CIRCLE PWD MORADBAD
SE MBD CIRCLE PWD MORADBAD
Year 2025-26 Under the Dharmarch Yojna, widening and strengthening work of the Approtch road and parikrama road of Haribaba Dham Temple, Gavan Anupshahar Road from 3.00/3.75 m to 5.50 m wide road
2026_CEMBD_1131349_2
1562/E-Nivida-MBD Circle/25-26 DT 07-03-2026
Open Tender
Civil Works - Roads
365 days
SAMBHAL
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,354
₹28 L
Yes
SE MBD CIRCLE PWD MORADBAD
20 Apr 2026
30 Mar 2026
7 Apr 2026
30 Mar 2026
7 Apr 2026
30 Mar 2026
3 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Excavation 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 within all lifts and lead upto 1000m and including all material, labour, labour cess, T&P royalty, all tasex etc. complete as per diretcion by i-in-c but excluding G.S.T. | ||||||
| 2Construction of Embankment with approved material obtained form road side with all lifts and leads, transporting to site, spreading, grading to required slope and compecting to meet requirement of table 300-2. and including all material, labour, labour cess, T&P royalty, all tasex etc. complete as per diretcion by i-in-c but excluding G.S.T. | ||||||
| 3 | Construction of Embankment with approved material obtained form borrow pits with all lifts and leads, transporting 3.00 km upto site, spreading, grading to required slope and compecting to meet requirement of table 300-2. and including all material, labour, labour cess, T&P royalty, all tasex etc. complete as per diretcion by i-in-c but excluding G.S.T. | 0.29 | Cum | - | - | BI01010001010000000000000515BI0100001118 |
| 4Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. (i) By Mechanical Means using Hydraulic excavator close no 3.15 Spe 305.4.3 and including all material, labour, labour cess, T&P royalty, all tasex etc. complete as per diretcion by i-in-c but excluding G.S.T. | ||||||
| 5Construction of granular sub-base by providing coarse 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 clause 401. and including all material, labour, labour cess, T&P royalty, all tasex etc. complete as per diretcion by i-in-c but excluding G.S.T. | ||||||
| 6Providing, 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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. and including all material, labour, labour cess, T&P royalty, all tasex etc. complete as per diretcion by i-in-c but excluding G.S.T. | ||||||
| 7Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. and including all material, labour, labour cess, T&P royalty, all tasex etc. complete as per diretcion by i-in-c but excluding G.S.T. | ||||||
| 8Providing and laying dense graded bituminous macadam grade-II with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5 per cent by weight of total 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. and including all material, labour, labour cess, T&P royalty, all tasex etc. complete as per diretcion by i-in-c but excluding G.S.T. | ||||||
| 9Providing & applying tack coat with bitumen VG-10 using pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface and including all material, labour, labour cess, T&P royalty, all tasex etc. complete as per diretcion by i-in-c but excluding G.S.T. | ||||||
| 10Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour 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. 509 complete in all respects and including all material, labour, labour cess, T&P royalty, all tasex etc. complete as per diretcion by i-in-c but excluding G.S.T. | ||||||
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