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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 CrAdmitted-Finance | ₹2.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.9 Cr+₹4.2 L (1.47%)Admitted-Finance | ₹2.9 Cr+₹4.2 L (1.47%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Not Admitted |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not Admitted |
| Sl No | Description | Qty | Unit | Vertex Construction L1 | M/S OMNI ENTERPRISE L2 |
|---|---|---|---|---|---|
| 1.00Clearing Grass and Removal of Rubbish | |||||
| 2.00 | Clearing and Grubbing Road Land. (clearing and grubbing road lane 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)
By Manual Means:- In area of light jungle | 2.1 | Hect | 3,19,501.35 ₹3,19,501.35 Lowest | 3,19,501.35 ₹3,19,501.35 Lowest |
| 3.00 | Excavation for roadway in ordinary soil by mechanical means ( Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and leads upto 1000 metres. | 32,750 | cum | 39,30,000 ₹39,30,000 Lowest | 39,30,000 ₹39,30,000 Lowest |
| 4.00 | Surface Drains in Soil (Construction of unlined surface drain of average cross sectional area 0.4 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres)
Mechanical Means | 2,700 | m | 1,87,650 ₹1,87,650 Lowest | 1,87,650 ₹1,87,650 Lowest |
| 7.00WBM:Providing, laying, spreading and compacting stone aggregates of specific sizes to WBM specification i/c spreading in uniform thickness, hand packing, rolling with three wheel steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregates, water and compacting to required density By Manual Means | |||||
| 8.00 | Gr-II material (75mm thick), ( 2 layer ) | 1,968.75 | cum | 1,15,37,662.5 ₹1,15,37,662.5 Lowest | 1,15,56,562.5 ₹1,15,56,562.5 |
| 9.00 | Gr-III material (75mm thick), ( 2 layer ) | 1,968.75 | cum | 1,23,94,265.63 ₹1,23,94,265.63 Lowest | 1,27,96,875 ₹1,27,96,875 |
| 10.00 | Maintenance of Earthen Shoulder (filling with fresh soil) (Making up loss of material/ irregularities on shoulder( Average 150mm filling ) to the design level by adding fresh approved soil and compacting it with appropriate equipment.) | 750 | cum | 3,74,250 ₹3,74,250 Lowest | 3,74,250 ₹3,74,250 Lowest |
Tender Value
Refer Docs
EMD Value
₹2.9 L
Closing Date
10 Aug 2026, 6:00 pmClosed
CE PWD(NH), Kohima
Office of the CE PWD(NH), Kohima, Nagaland.
Constructions of 2 lane pavement with paved shoulders from km 168.000 to 183.783 (Yisemyong to Unger) on Mokokchung to Tuli section of NH-61 in the state of Nagaland on EPC mode. (Construction of Emergency Diversion Road).
2026_MoRTH_920787_1
CE/NH/NH (O)/61/2016-17/97/CON
Open Tender
Civil Works - Highways
Item Rate
km 168.00 to km183.783
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹2.9 L
Yes
31 Aug 2026
5 Aug 2026
12 Aug 2026
5 Aug 2026
10 Aug 2026
5 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing Grass and Removal of Rubbish | - | - | - | - |
| 2 | Clearing and Grubbing Road Land. (clearing and grubbing road lane 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)
By Manual Means:- In area of light jungle | 2.1 | Hect | - | - |
| 3 | Excavation for roadway in ordinary soil by mechanical means ( Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and leads upto 1000 metres. | 32,750 | cum | - | - |
| 4 | Surface Drains in Soil (Construction of unlined surface drain of average cross sectional area 0.4 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres)
Mechanical Means | 2,700 | m | - | - |
| 7 | WBM:Providing, laying, spreading and compacting stone aggregates of specific sizes to WBM specification i/c spreading in uniform thickness, hand packing, rolling with three wheel steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregates, water and compacting to required density
By Manual Means | - | - | - | - |
| 8 | Gr-II material (75mm thick), ( 2 layer ) | 1,968.75 | cum | - | - |
| 9 | Gr-III material (75mm thick), ( 2 layer ) | 1,968.75 | cum | - | - |
| 10 | Maintenance of Earthen Shoulder (filling with fresh soil) (Making up loss of material/ irregularities on shoulder( Average 150mm filling ) to the design level by adding fresh approved soil and compacting it with appropriate equipment.) | 750 | cum | - | - |
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