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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹82.2 LAdmitted-Fee/PreQual/Technical/Finance | ₹82.2 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹83.2 L+₹1.1 L (1.30%)Admitted-Fee/PreQual/Technical/Finance | ₹83.2 L+₹1.1 L (1.30%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | M/s AJAY CONSTRUCTION L1 | M/S NEW INDIA CONSTRUCTIONCO L2 |
|---|---|---|---|---|---|
| 1.00 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | 330.75 | Cum | 3,254.6 ₹10,76,458.95 Lowest | 3,254.6 ₹10,76,458.95 Lowest |
| 2.00 | Providing and applying primer coat with SS1 grade 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. | 4,410 | Sqm | 41 ₹1,80,810 Lowest | 41 ₹1,80,810 Lowest |
| 3.00 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 9,120 | Sqm | 12.5 ₹1,14,000 Lowest | 12.5 ₹1,14,000 Lowest |
| 4.00 | Dense Graded Bituminous Macadam-I (Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 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. 505 complete in all respects) | 220.5 | Cum | 13,416 ₹29,58,228 Lowest | 13,416 ₹29,58,228 Lowest |
| 5.00 | Bituminous Concrete Grading -II (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) | 182.8 | Cum | 14,404.4 ₹26,33,124.32 Lowest | 14,404.4 ₹26,33,124.32 Lowest |
| 6.00 | Construction of KC type drain as per drawing. | 680 | Rmt | 1,845 ₹12,54,600 Lowest | 2,001.9 ₹13,61,292 |
Tender Value
Refer Docs
EMD Value
₹1.7 L
Closing Date
23 Mar 2026, 3:00 pmClosed
EE NH
NH Division, PWD, Rudraprayag
Repair with DBM and Bituminous concrete and construction of KC drain at Kakdagad Km 34 Ch.33.330 to Ch.33.480 and Tarsali Km 65 Ch.64. 395 to Ch.4.925 of NH 107 in the State of Uttarakahand under Annual Repair.
2026_MoRTH_900792_1
Letter no 779/Nivida Suchna Dated 26.02.2026
Open Tender
Civil Works - Roads
Works
60 days
Rudraprayag Gaurikund motor road NH 107
As per NIT
2 documents required · 2 mandatory
₹4,720
EE NH Rudraprayag
₹1.7 L
24 Mar 2026
28 Feb 2026
24 Mar 2026
28 Feb 2026
23 Mar 2026
28 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | 330.75 | Cum | - | - |
| 2 | Providing and applying primer coat with SS1 grade 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. | 4,410 | Sqm | - | - |
| 3 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 9,120 | Sqm | - | - |
| 4 | Dense Graded Bituminous Macadam-I (Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 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. 505 complete in all respects) | 220.5 | Cum | - | - |
| 5 | Bituminous Concrete Grading -II (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) | 182.8 | Cum | - | - |
| 6 | Construction of KC type drain as per drawing. | 680 | Rmt | - | - |
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