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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.9 CrAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹36.9 Cr+₹4.0 Cr (12.1%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹37.1 Cr+₹4.2 Cr (12.8%)Rejected-Finance FLAT NO 5 IIND FLOOR IIIRD B 2 NEHRU NAGAR GHAZIABAD UP 201001 | GHAZIABAD | GHAZIABAD | UTTAR PRADESH | 201001 | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | mathiyan construction pvt. ltd. L2 | JSP PROJECTS PVT LTD L3 | KRISHNA CONSTELLATION PRIVATE LIMITED L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation for road work 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 1000 m. | 33,767 | Cum | 200 ₹67,53,400 | 150 ₹50,65,050 | 25 ₹8,44,175 Lowest |
| 2.00 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and embankment to be in 20 cm. layers including remming and dressing the surface to required compacting to meet requirement of table 300-2. Lead upto 3 Km. | 62,262 | Cum | 200 ₹1,24,52,400 | 250 ₹1,55,65,500 | 100 ₹62,26,200 Lowest |
| 3.00 | Construction of embankment with approved material deosited at site from road side cutting and excavation from drain and foundation of other structures graded and embankment to be in 20 cm. layers including remming and dressing the surface to required compacting to meet requirement compacted to meet requirement of table 300-2. | 29,203 | Cum. | 75 ₹21,90,225 | 50 ₹14,60,150 | 25 ₹7,30,075 Lowest |
| 4.00 | Construction of Sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and Compaction to be in 20 cm. layers including remming and dressing the surface to required compacting to meet requirement compacting to meet requirement of table 300-2. | 5,309 | Cum | 200 ₹10,61,800 | 250 ₹13,27,250 | 150 ₹7,96,350 Lowest |
| 5.00 | Construction of granular sub-base (Grade-1) in 2 layers of 100 mm thickness each by providing close graded Material, mixing in place mathod at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 | 11,798 | Cum | 2,400 ₹2,83,15,200 | 2,600 ₹3,06,74,800 | 2,300 ₹2,71,35,400 Lowest |
| 6.00 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam in 2 layers of 125 mm thickness each , 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. (Ref. to Mort&H Specification No.406) | 10,993 | Cum | 3,800 ₹4,17,73,400 | 3,500 ₹3,84,75,500 | 3,000 ₹3,29,79,000 Lowest |
| 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 0.7 kg/sqm using mechanical means. | 52,332 | Sqm. | 60 ₹31,39,920 | 70 ₹36,63,240 | 25 ₹13,08,300 Lowest |
| 8.00 | Providing and applying tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 1,80,059 | sqm | 35 ₹63,02,065 | 25 ₹45,01,475 | 10 ₹18,00,590 Lowest |
| 9.00 | Providing and laying dense graded bituminous macadam 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 @ 4 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. 505 complete in all respects. | 5,021 | cum. | 9,900 ₹4,97,07,900 | 9,800 ₹4,92,05,800 | 9,400 ₹4,71,97,400 Lowest |
| 10.00 | Providing and laying dense graded bituminous macadam 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 @ 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. 505 complete in all respects. | 12,530 | cum. | 9,900 ₹12,40,47,000 Lowest | 10,000 ₹12,53,00,000 | 10,000 ₹12,53,00,000 |
Tender Value
₹33.1 Cr
EMD Value
₹49.7 L
Closing Date
18 Feb 2026, 2:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
se pwd saharanpur
se pwd saharanpur
Widening and Strengthing of Chapar Rohana Charthwal Road (ODR) in Distt. muzaffarnagar
2026_CEMRT_1115686_1
772/28MS-S/2026 Date 29-01-2026
Open Tender
Civil Works
Item Rate
muzaffarnagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹49.7 L
13 Mar 2026
13 Feb 2026
18 Feb 2026
13 Feb 2026
18 Feb 2026
13 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation for road work 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 1000 m. | 33,767 | Cum | - | - |
| 2 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and embankment to be in 20 cm. layers including remming and dressing the surface to required compacting to meet requirement of table 300-2. Lead upto 3 Km. | 62,262 | Cum | - | - |
| 3 | Construction of embankment with approved material deosited at site from road side cutting and excavation from drain and foundation of other structures graded and embankment to be in 20 cm. layers including remming and dressing the surface to required compacting to meet requirement compacted to meet requirement of table 300-2. | 29,203 | Cum. | - | - |
| 4 | Construction of Sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and Compaction to be in 20 cm. layers including remming and dressing the surface to required compacting to meet requirement compacting to meet requirement of table 300-2. | 5,309 | Cum | - | - |
| 5 | Construction of granular sub-base (Grade-1) in 2 layers of 100 mm thickness each by providing close graded Material, mixing in place mathod at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 | 11,798 | Cum | - | - |
| 6 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam in 2 layers of 125 mm thickness each , 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. (Ref. to Mort&H Specification No.406) | 10,993 | Cum | - | - |
| 7 | 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 0.7 kg/sqm using mechanical means. | 52,332 | Sqm. | - | - |
| 8 | Providing and applying tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 1,80,059 | sqm | - | - |
| 9 | Providing and laying dense graded bituminous macadam 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 @ 4 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. 505 complete in all respects. | 5,021 | cum. | - | - |
| 10 | Providing and laying dense graded bituminous macadam 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 @ 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. 505 complete in all respects. | 12,530 | cum. | - | - |
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