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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹11.7 CrAccepted-AOC KOTHI NO 6 CIVIL LINES OPP TB TOWER DISTRICT MORADABAD UTTAR PRADESH | MORADABAD | UTTAR PRADESH | 244001 | ₹11.7 Cr | L-1 | Accepted-AOC responsive |
| 2 | L-2₹11.8 CrRejected-Finance MMIG 8 ASHIANA KANTH ROAD MORADABAD 244001 UTTAR PRADESH | MORADABAD | MORADABAD | UTTAR PRADESH | 244001 | ₹11.8 Cr | L-2 | Rejected-Finance NON RESPONSIVE |
| 3 | L-3₹13.0 CrRejected-Finance N A | NA | NA | 121004 | ₹13.0 Cr | L-3 | Rejected-Finance NON RESPONSIVE |
| 4 | L-4₹15.4 CrRejected-Finance 35 WARD NO 02 ISLAMNAGAR DISTT BUDAUN | BUDAUN | UTTAR PRADESH | 110025 | ₹15.4 Cr | L-4 | Rejected-Finance NON RESPONSIVE |
| Sl No | Description | Qty | Unit | M/s M.N. Builders. L2 | M/S M A DEVELOPERS AND ENGINEERS L1 | M/S A B INFRAZONE PRIVATE LIMITED L4 | M/S JAIN BROTHERS L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top onganic soll not exceeding 150 mm in thikness 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. | 28,000 | Cum | 3 ₹84,000 | 10 ₹2.8 L | 210 ₹58.8 L | 8 ₹2.2 L |
| 2.00 | 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. | 5,600 | Cum | 120 ₹6.7 L | 5.5 ₹30,800 | 485 ₹27.2 L | 12 ₹67,200 |
| 3.00 | 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. | 8,930 | Cum | 30 ₹2.7 L | 45 ₹4.0 L | 90 ₹8.0 L | 50 ₹4.5 L |
| 4.00 | 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. | 25,700 | Cum | 54 ₹13.9 L | 65 ₹16.7 L | 155 ₹39.8 L | 50 ₹12.8 L |
| 5.00 | Construction of Embankment with approved material obtained form borrow pit with all lifts and leads, transporting 3.00 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. | 16,300 | Cum | 59 ₹9.6 L | 110 ₹17.9 L | 210 ₹34.2 L | 100 ₹16.3 L |
| 6.00 | 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. | 6,800 | Cum | 2,309 ₹1.6 Cr | 2,750 ₹1.9 Cr | 3,600 ₹2.4 Cr | 3,200 ₹2.2 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 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. | 5,800 | Cum | 3,399 ₹2.0 Cr | 2,950 ₹1.7 Cr | 3,900 ₹2.3 Cr | 3,400 ₹2.0 Cr |
| 8.00 | 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 0.70 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. | 37,700 | sqm | 22 ₹8.3 L | 12 ₹4.5 L | 16 ₹6.0 L | 25 ₹9.4 L |
| 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. | 40,010 | sqm | 9 ₹3.6 L | 10 ₹4.0 L | 24 ₹9.6 L | 10 ₹4.0 L |
| 10.00 | Providing and laying dense graded bituminous macadam grade-1 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 @ 4.0 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. | 3,085 | Cum | 8,950 ₹2.8 Cr | 8,750 ₹2.7 Cr | 10,500 ₹3.2 Cr | 10,000 ₹3.1 Cr |
Tender Value
₹17 Cr
EMD Value
₹30 L
Closing Date
15 Dec 2025, 12:00 pmClosed
SE MBD CIRCLE PWD MORADBAD
SE MBD CIRCLE PWD MORADBAD
Year 2025-26 Widening and strengthening of Bilari Jargawan Chandausi road (ODR)
2025_CEMBD_1096573_1
6579/E-Nivida-MBD Circle/25-26 DT 04-10-2025
Open Tender
Civil Works - Roads
365 days
SAMBHAL
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,354
₹30 L
Yes
SE MBD CIRCLE PWD MORADBAD
12 Mar 2026
5 Dec 2025
15 Dec 2025
5 Dec 2025
15 Dec 2025
5 Dec 2025
8 Dec 2025
Amount
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top onganic soll not exceeding 150 mm in thikness 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.
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.
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.
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.
Construction of Embankment with approved material obtained form borrow pit with all lifts and leads, transporting 3.00 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.
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.
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.
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 0.70 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.
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.
Providing and laying dense graded bituminous macadam grade-1 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 @ 4.0 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.
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.
Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing 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.
Construction of un-reinforced, dowel jointed, plain cement concrete pavement M35 over a prepared sub base with 43 grade 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 longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing 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.
Providing and laying of Interlocking concrete Block Pavements having thicknes 80 mm as per drawing and technical specifications clause 1504. 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.
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. 12.04 2100 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.
Laying & compacting of dry O.B.B 40mm gauge in foundation Si No Chp. 1 new item -1 C 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.
Supply and laying jointing 600 mm dia NP-3 Hume pipe 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.
Supply and laying 350 mm dia NP-3 Hume pipe 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.
Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications 13.01, 1300 & 2200 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.
Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications 13.2 , 1300 & 2200 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.
Plain Cement Concrete M 20 (PCC-M 20) in Open Foundation complete as per Drawing and Technical Specifications. 12.8 1500, 1700 & 2100 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.
Reinforce Cement Concrete M 20 (RCC-M 20) in Open Foundation complete as per Drawing and Technical Specifications. C Case II 12.8 1500, 1700 & 2100 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.
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications 13.6 Section 1600 & 2200 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.
Providing and fixing of 100 mm nominal dia Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. DSR 18.9.9 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.
M/s M.N. Builders. (BID ID -5745281)
M/S JAIN BROTHERS (BID ID -5744712)
M/S A B INFRAZONE PRIVATE LIMITED (BID ID -5740022)
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