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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.5 CrAccepted-AOC GRAM BACHITI POST DEOBAND DISTRICT SAHARANPUR | SAHARANPUR | UTTAR PRADESH | 247001 | ₹5.5 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹5.7 Cr+₹15.3 L (2.77%)Rejected-Finance SHASTRI NAGAR SAHARANPUR | SAHARANPUR | UTTAR PRADESH | 247001 | ₹5.7 Cr+₹15.3 L (2.77%) | L2 | Rejected-Finance L2 |
| 3 | L3₹6.0 Cr+₹48.3 L (8.73%)Rejected-Finance | ₹6.0 Cr+₹48.3 L (8.73%) | L3 | Rejected-Finance L3 |
| 4 | L4₹6.3 Cr+₹72.2 L (13.0%)Rejected-Finance 0 BARAGOAN JANGIGANJ BHADOHI SANT RAVIDAS NAGAR UTTAR PRADESH 221310 | BHADOHI | UTTAR PRADESH | 221310 | ₹6.3 Cr+₹72.2 L (13.0%) | L4 | Rejected-Finance L4 |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | vijendra kumar L3 | AKSHAY KUMAR L1 | SHREE TIRUPATI CONSTRUCTION L2 | SHRI SAI CONSTRUCTION L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Providing laying spereading 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 uniform layers with paver in subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 330 | Cum. | 2,442.51 ₹8,06,028.3 | 500 ₹1,65,000 Lowest | 2,308 ₹7,61,640 | 2,352.75 ₹7,76,407.5 |
| 2.00 | Providing and applying tack coat with bitumen VG-10 using pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. | 10,670 | Sqm. | 18.54 ₹1,97,821.8 | 5 ₹53,350 Lowest | 17.5 ₹1,86,725 | 23.53 ₹2,51,065.1 |
| 3.00 | Providing and laying Dense Graded Bituminous Mecadam with 100-120 TPH hot mix plant producing an avearge output of 75 tonne per hour using crushed aggregates of specified grading premixed with bitminous binder @ 4.5% by waight of total mix and filler, transported to site, laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achive the desired compaction as as per MORTH &H specifications clauses 507 complete in all respects.(Grade-II) | 280 | Cum. | 10,516.67 ₹29,44,667.6 | 1,700 ₹4,76,000 Lowest | 9,940 ₹27,83,200 | 9,411 ₹26,35,080 |
| 4.00 | 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 mechanical broom. | 1,30,500 | Sqm. | 15.12 ₹19,73,160 | 10 ₹13,05,000 Lowest | 14.3 ₹18,66,150 | 28.23 ₹36,84,015 |
| 5.00 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant 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. 507 complete in all respects | 3,750 | Cum. | 12,134.87 ₹4,55,05,762.5 | 12,800 ₹4,80,00,000 | 11,470 ₹4,30,12,500 Lowest | 13,363.62 ₹5,01,13,575 |
| 6.00 | 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 | 640 | Cum. | 130.54 ₹83,545.6 | 145 ₹92,800 | 123 ₹78,720 | 84.7 ₹54,208 Lowest |
| 7.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) (DSR No. 4.1.8) | 30 | Cum. | 4,599.45 ₹1,37,983.5 | 3,000 ₹90,000 Lowest | 4,350 ₹1,30,500 | 6,211.26 ₹1,86,337.8 |
| 8.00 | Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification | 1,768 | Cum. | 4,801.02 ₹84,88,203.36 | 2,900 ₹51,27,200 | 4,538 ₹80,23,184 | 2,729.19 ₹48,25,207.92 Lowest |
Tender Value
₹6.7 Cr
EMD Value
₹13.3 L
Closing Date
2 Jun 2026, 2:00 pmClosed
se pwd saharanpur
se pwd saharanpur
Repair work of the road from Old NH-72A Ganeshpur to Dat Kali Temple.
2026_CEMRT_1154133_1
2910/94MS-S/2026 Date 08-05-2026
Open Tender
Civil Works
Item Rate
saharanpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹13.3 L
2 Jul 2026
26 May 2026
2 Jun 2026
26 May 2026
2 Jun 2026
26 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Providing laying spereading 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 uniform layers with paver in subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 330 | Cum. | - | - |
| 2 | Providing and applying tack coat with bitumen VG-10 using pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. | 10,670 | Sqm. | - | - |
| 3 | Providing and laying Dense Graded Bituminous Mecadam with 100-120 TPH hot mix plant producing an avearge output of 75 tonne per hour using crushed aggregates of specified grading premixed with bitminous binder @ 4.5% by waight of total mix and filler, transported to site, laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achive the desired compaction as as per MORTH &H specifications clauses 507 complete in all respects.(Grade-II) | 280 | Cum. | - | - |
| 4 | 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 mechanical broom. | 1,30,500 | Sqm. | - | - |
| 5 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant 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. 507 complete in all respects | 3,750 | Cum. | - | - |
| 6 | 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 | 640 | Cum. | - | - |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) (DSR No. 4.1.8) | 30 | Cum. | - | - |
| 8 | Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification | 1,768 | Cum. | - | - |
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