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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.2 CrAccepted-AOC KOTHI NO 6 CIVIL LINES OPP TB TOWER DISTRICT MORADABAD UTTAR PRADESH | MORADABAD | UTTAR PRADESH | 244001 | ₹13.2 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹13.5 CrRejected-AOC | ₹13.5 Cr | L2 | Rejected-AOC L2 |
| 3 | L3₹15.1 CrRejected-Finance | ₹15.1 Cr | L3 | Rejected-Finance L3 |
| 4 | L4₹18.2 CrRejected-Finance | ₹18.2 Cr | L4 | Rejected-Finance L4 |
| 5 | L5₹19.0 CrRejected-Finance | ₹19.0 Cr | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | M/S M A DEVELOPERS AND ENGINEERS L1 | M/S ARYA CONSTRUCTION CO. L3 | m/s m.m. construction L4 | M/S M A KHAN AND SONS L2 | M/s M.J. Construction L5 |
|---|---|---|---|---|---|---|---|---|
| 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. Rates includes all taxes, Royalty etc complete but excluding G.S.T. | 14,039 | Cum | 40 ₹5.6 L | 50 ₹7.0 L | 60 ₹8.4 L | 30 ₹4.2 L | 65 ₹9.1 L |
| 2.00 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads upto 30 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. Rates includes all taxes, Royalty etc complete but excluding G.S.T. | 64,832.2 | Cum | 45 ₹29.2 L | 75 ₹48.6 L | 155 ₹1.0 Cr | 30 ₹19.4 L | 135 ₹87.5 L |
| 3.00 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads upto 2000 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. Rates includes all taxes, Royalty etc complete but excluding G.S.T. | 163 | Cum | 110 ₹17,930 | 150 ₹24,450 | 205 ₹33,415 | 30 ₹4,890 | 250 ₹40,750 |
| 4.00 | Construction of granular sub-base by providing close graded material, Grading-I 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 Rates includes all taxes, Royalty etc complete but excluding G.S.T. | 7,197 | Cum | 3,100 ₹2.2 Cr | 3,200 ₹2.3 Cr | 4,650 ₹3.3 Cr | 3,200 ₹2.3 Cr | 4,900 ₹3.5 Cr |
| 5.00 | 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. (As per MoRTH specification clause No. 406) Rates includes all taxes, Royalty etc complete but excluding G.S.T. | 6,843.6 | Cum | 3,190 ₹2.2 Cr | 3,600 ₹2.5 Cr | 4,950 ₹3.4 Cr | 3,600 ₹2.5 Cr | 5,200 ₹3.6 Cr |
| 6.00 | Providing and applying Prime coat with SS-1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60kg/sqm using mechincal means. For DBM Rates includes all taxes, Royalty etc complete but excluding G.S.T. | 27,864 | Sqm | 41 ₹11.4 L | 50 ₹13.9 L | 42 ₹11.7 L | 15 ₹4.2 L | 55 ₹15.3 L |
| 7.00 | Providing and laying dense graded bituminous macadam (G-1) with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.0 percent 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. 505 complete in all respects. Rates includes all taxes, Royalty etc complete but excluding G.S.T. | 2,786.4 | Cum | 10,130 ₹2.8 Cr | 11,000 ₹3.1 Cr | 11,500 ₹3.2 Cr | 9,700 ₹2.7 Cr | 13,000 ₹3.6 Cr |
| 8.00 | Providing and applying tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. (As per MoRTH specification clause No. 503 (i) For BC Rates includes all taxes, Royalty etc complete but excluding G.S.T. | 62,274 | Sqm | 12.25 ₹7.6 L | 15 ₹9.3 L | 12.4 ₹7.7 L | 10 ₹6.2 L | 13 ₹8.1 L |
| 9.00 | Providing and laying bituminous concrete with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of grading-I (13mm nominal size), premixed with bituminous binder VG-30 @ 5.40 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher 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 Rates includes all taxes, Royalty etc complete but excluding G.S.T. | 1,997 | Cum | 10,630 ₹2.1 Cr | 13,000 ₹2.6 Cr | 13,300 ₹2.7 Cr | 11,000 ₹2.2 Cr | 13,500 ₹2.7 Cr |
| 10.00 | Construction of un-reinforced, dowel jointed, plain cement concrete (M-35 grade) pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and logitudinal joints, joint filler, seperation membrane, sealant primer, joint sealatn, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing. Rates includes all taxes, Royalty etc complete but excluding G.S.T. | 1,630.8 | Cum | 7,030 ₹1.1 Cr | 7,000 ₹1.1 Cr | 8,657 ₹1.4 Cr | 7,300 ₹1.2 Cr | 9,500 ₹1.5 Cr |
Tender Value
₹18.3 Cr
EMD Value
₹30 L
Closing Date
24 Apr 2026, 12:00 pmClosed
SE MBD CIRCLE PWD MBD
SE MBD CIRCLE PWD MBD
Widening and Strengthening work at Bilari Darni Junction Road via Kundarki NH-509 to Jalalpur Dharampur Kalan Sihali Mala ODR
2026_CEMBD_1138184_1
903/E-Tender-MBD Circle/25-26 Dated 07-02-2026
Open Tender
Civil Works
365 days
Moradabad
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,354
₹30 L
Yes
SE MBD CIRCLE PWD MBD
2 Jun 2026
17 Apr 2026
24 Apr 2026
17 Apr 2026
24 Apr 2026
17 Apr 2026
21 Apr 2026
| 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 within all lifts and lead upto 1000m. Rates includes all taxes, Royalty etc complete but excluding G.S.T. | - | Cum | - | - |
| 2 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads upto 30 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. Rates includes all taxes, Royalty etc complete but excluding G.S.T. | - | Cum | - | - |
| 3 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads upto 2000 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. Rates includes all taxes, Royalty etc complete but excluding G.S.T. | - | Cum | - | - |
| 4 | Construction of granular sub-base by providing close graded material, Grading-I 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 Rates includes all taxes, Royalty etc complete but excluding G.S.T. | - | Cum | - | - |
| 5 | 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. (As per MoRTH specification clause No. 406) Rates includes all taxes, Royalty etc complete but excluding G.S.T. | - | Cum | - | - |
| 6 | Providing and applying Prime coat with SS-1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60kg/sqm using mechincal means. For DBM Rates includes all taxes, Royalty etc complete but excluding G.S.T. | - | Sqm | - | - |
| 7 | Providing and laying dense graded bituminous macadam (G-1) with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.0 percent 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. 505 complete in all respects. Rates includes all taxes, Royalty etc complete but excluding G.S.T. | - | Cum | - | - |
| 8 | Providing and applying tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. (As per MoRTH specification clause No. 503 (i) For BC Rates includes all taxes, Royalty etc complete but excluding G.S.T. | - | Sqm | - | - |
| 9 | Providing and laying bituminous concrete with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of grading-I (13mm nominal size), premixed with bituminous binder VG-30 @ 5.40 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher 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 Rates includes all taxes, Royalty etc complete but excluding G.S.T. | - | Cum | - | - |
| 10 | Construction of un-reinforced, dowel jointed, plain cement concrete (M-35 grade) pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and logitudinal joints, joint filler, seperation membrane, sealant primer, joint sealatn, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing. Rates includes all taxes, Royalty etc complete but excluding G.S.T. | - | Cum | - | - |
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