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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹89.8 LAccepted-Finance | ₹89.8 L | L1 | Accepted-Finance As per evaluation generated by the system through eprocurement site Arunachaltenders.co.in |
| 2 | L2₹90.7 L+₹88,400 (0.98%)Accepted-Finance | ₹90.7 L+₹88,400 (0.98%) | L2 | Accepted-Finance As per evaluation generated by the system through eprocurement site Arunachaltenders.co.in |
| Sl No | Description | Qty | Unit | Ms YARKUM AGENCY L2 | M/s Aruna Enterprises L1 |
|---|---|---|---|---|---|
| 1.00SH:I- Jungle Clearance | |||||
| 1.01 | Clearing and Grubbing Road Land .(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 (i) By Manual Means:-
(A) In area of Light jungle | 12.48 | Hecter | 80,000 ₹9,98,400 | 75,000 ₹9,36,000 Lowest |
| 1.02 | In Area of Thorny Jungle | 8.32 | Hecter | 90,000 ₹7,48,800 | 85,000 ₹7,07,200 Lowest |
| 2.00SH:II- Slip Clearance | |||||
| 2.01 | Land Slide Clearance in soil (Clearance of land slides in soil and ordinary rock by a bulldozer D 80 A-12, 180 HP and disposal of the same on the valley side.) | 29,520.6 | cum | 180 ₹53,13,708 Lowest | 180 ₹53,13,708 Lowest |
| 3.00SH:III-Drainage works(Surface Drain) | |||||
| 3.01 | Surface Drains in Soil (Construction of unlined surface drains of average cross sectional area 0.40 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))
A. Mechanical means | 10,400 | Mtr | 120 ₹12,48,000 Lowest | 121.5 ₹12,63,600 |
| 3.02 | Surface Drains in Ordinary Rock (Construction of unlined surface drain of average cross sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and to the requirement of clause 301 to 309. Excavated material to be used in embankment at site.)
A. Mechanical means | 15,600 | Mtr | 49 ₹7,64,400 Lowest | 49 ₹7,64,400 Lowest |
Tender Value
₹90 L
EMD Value
₹90,000
Closing Date
27 Mar 2026, 3:20 pmClosed
Executive Engineer, Sangram division, PWD, A.P.
O/o Executive Engineer, Sangram Division, PWD, Kurung Kumey District, Sangram, A.P
C/o Maintenance of Nyapin-Phassang road under Kurung Kumey District.
2026_PWDAP_3234_1
SGMD/e-NIT/W-44/SGD/2025-26/31
Open Tender
Civil Works
Item Rate
365 days
Nyapin and Phassang Kurung Kumey District, A.P.
EMD and Tender Processing Fee
4 documents required · 4 mandatory
₹5,000
Executive Engineer, Sangram Division, PWD
₹90,000
Yes
28 Mar 2026
20 Mar 2026
27 Mar 2026
20 Mar 2026
27 Mar 2026
20 Mar 2026
20 Mar 2026 - 25 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1SH:I- Jungle Clearance | |||||
| 1.01 | Clearing and Grubbing Road Land .(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 (i) By Manual Means:-
(A) In area of Light jungle | - | Hecter | - | - |
| 1.02 | In Area of Thorny Jungle | - | Hecter | - | - |
| 2SH:II- Slip Clearance | |||||
| 2.01 | Land Slide Clearance in soil (Clearance of land slides in soil and ordinary rock by a bulldozer D 80 A-12, 180 HP and disposal of the same on the valley side.) | 1 | cum | - | - |
| 3SH:III-Drainage works(Surface Drain) | |||||
| 3.01 | Surface Drains in Soil (Construction of unlined surface drains of average cross sectional area 0.40 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))
A. Mechanical means | - | Mtr | - | - |
| 3.02 | Surface Drains in Ordinary Rock (Construction of unlined surface drain of average cross sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and to the requirement of clause 301 to 309. Excavated material to be used in embankment at site.)
A. Mechanical means | - | Mtr | - | - |
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