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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.3 CrAccepted-Finance | ₹4.3 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹4.3 CrAccepted-Finance | ₹4.3 Cr | L2 | Accepted-Finance L2 |
| Sl No | Description | Qty | Unit | m/s tari hai enterprises L2 | MS IT enterprises L1 |
|---|---|---|---|---|---|
| 1.00Sub Head -I Jungle Clearances | |||||
| 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 of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.)\
(I) By Manual Means:-
A) In area of light jungle | 2.77 | Hect | 99,028 ₹2.7 L | 99,028 ₹2.7 L |
| 1.02 | B) In area of thorny jungle | 1.19 | Hect | 1,32,556 ₹1.6 L | 1,32,556 ₹1.6 L |
| 2.00Sub Head -II Approach Road | |||||
| 2.01 | Excavation in Hill Area in 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 lead upto 1000 metres) | 2,723.06 | cum | 255 ₹6.9 L | 255 ₹6.9 L |
| 2.02 | Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres ) | 1,815.38 | cum | 373 ₹6.8 L | 373 ₹6.8 L |
| 3.00Sub Head -III Car Parking | |||||
| 3.01 | Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m. | 1,925 | sqm | 135 ₹2.6 L | 135 ₹2.6 L |
| 3.02 | Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade. | 1,925 | sqm | 6.46 ₹12,435.50 | 6.46 ₹12,435.50 |
| 3.03 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401
For Grading-II Material | 288.75 | cum | 2,489.57 ₹7.2 L | 2,489.57 ₹7.2 L |
Tender Value
₹4.3 Cr
EMD Value
₹4.3 L
Closing Date
26 Mar 2026, 9:00 amClosed
Executive Engineer, PWD, Gensi Division
O/o Executive Engineer, Gensi PWD Division
C/o Helipad at Siji, District Headquarter of Lower Siang District
2026_PWDAP_3246_1
GD/S-08/2025-26/10
Open Tender
Civil Works
Siji
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
EE PWD Gensi
₹4.3 L
Yes
Likabali
26 Mar 2026
20 Mar 2026
26 Mar 2026
20 Mar 2026
26 Mar 2026
20 Mar 2026
20 Mar 2026 - 26 Mar 2026
23 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Sub Head -I Jungle Clearances | ||||||
| 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 of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.)\
(I) By Manual Means:-
A) In area of light jungle | - | Hect | - | - | 2 |
| 1.02 | B) In area of thorny jungle | 1 | Hect | - | - | 3 |
| 2Sub Head -II Approach Road | ||||||
| 2.01 | Excavation in Hill Area in 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 lead upto 1000 metres) | 1 | cum | - | - | 5 |
| 2.02 | Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres ) | - | cum | - | - | 6 |
| 3Sub Head -III Car Parking | ||||||
| 3.01 | Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m. | - | sqm | - | - | 8 |
| 3.02 | Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade. | - | sqm | - | - | 9 |
| 3.03 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401
For Grading-II Material | - | cum | - | - | 10 |
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