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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 CrAccepted-Finance | ₹2.0 Cr | L1 | Accepted-Finance As per evaluation generated by system through eprocurement site Arunachaltenders.co.in |
| 2 | L2₹2.0 CrAccepted-Finance | ₹2.0 Cr | L2 | Accepted-Finance As per evaluation generated by system through eprocurement site Arunachaltenders.co.in |
| 3 | Rejected-Technical | - | - | Rejected-Technical Rejected on the spot for non submission of EMD during evaluation of prequalification bid as a part of prerequiste requisition of eNIT. |
| Sl No | Description | Qty | Unit | M/s Sha Enterprises L2 | M/S G T ENTERPRISE L1 |
|---|---|---|---|---|---|
| 1.00SH:I- S & I for jungle clearance in road alignment) | |||||
| 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.)
By Manual Means
In Area of light Jungle | 0.54 | Hect | 99,090 ₹53,508.60 | 99,090 ₹53,508.60 |
| 1.02 | In Area of Thorny Jungle | 0.36 | Hect | 1,32,556 ₹47,720.16 | 1,32,556 ₹47,720.16 |
| 2.00SH : II- FORMATION CUTTING =1.120 Kms | |||||
| 2.01 | Excavation in Soil by Mechanical Means.
Excavation in Ordinary Rock with Dozer with lead upto 100 metres(Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.) | 15,734.39 | cum | 328 ₹51.6 L | 328 ₹51.6 L |
| 2.02 | Excavation in Ordinary Rock by Mechanical Means
Excavation in Ordinary Rock with Dozer with lead upto 100 metres(Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.) | 8,211.97 | cum | 522 ₹42.9 L | 522 ₹42.9 L |
| 2.03 | Excavation in Hard Rock (requiring blasting) with disposal upto 1000 metres Excavation in Hilly Areas in Hard Rock Requiring Blasting (Excavation in hilly areas in hard rock requiring blasting, by mechanical means including trimming of slopes and disposal of cut material with all lifts and lead upto 1000 metres.) | 7,556.89 | cum | 440 ₹33.3 L | 440 ₹33.3 L |
| 3.00SH:III-Cross Drainage | |||||
| 3.01 | RCC Slab Culvert 2.00 m Span - 2.00 height)=1.00Nos
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)
Ordinary soil
Manual Means
upto 3 m depth | 92.7 | cum | 300 ₹27,810 | 298 ₹27,624.60 |
| 3.02 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) | 24.1 | cum | 8,958 ₹2.2 L | 8,958 ₹2.2 L |
Tender Value
₹2.0 Cr
EMD Value
₹2.0 L
Closing Date
27 Mar 2026, 5:50 pmClosed
Executive Engineer, Sangram division, PWD, A.P.
O/o Executive Engineer, Sangram Division, PWD, Kurung Kumey District, A.P.
Construction for internal road from Lower Nyai to Upper Nyai under Gida village District Kurung Kumey.
2026_PWDAP_3265_1
SGMD/e-NIT/W-44/2025-26/16
Open Tender
Civil Works – Roads
365 days
Gida Kurung Kumey District, A.P
EMD and Tender processing fee
8 documents required · 8 mandatory
₹5,000
Executive Engineer, Sangram Division, PWD
₹2.0 L
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 | Item Code |
|---|---|---|---|---|---|---|
| 1SH:I- S & I for jungle clearance in road alignment) | ||||||
| 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.)
By Manual Means
In Area of light Jungle | - | Hect | - | - | itemH1Code1 |
| 1.02 | In Area of Thorny Jungle | - | Hect | - | - | code1.02 |
| 2SH : II- FORMATION CUTTING =1.120 Kms | ||||||
| 2.01 | Excavation in Soil by Mechanical Means.
Excavation in Ordinary Rock with Dozer with lead upto 100 metres(Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.) | 1 | cum | - | - | itemH2Code1 |
| 2.02 | Excavation in Ordinary Rock by Mechanical Means
Excavation in Ordinary Rock with Dozer with lead upto 100 metres(Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.) | 1 | cum | - | - | itemH2Code2 |
| 2.03 | Excavation in Hard Rock (requiring blasting) with disposal upto 1000 metres Excavation in Hilly Areas in Hard Rock Requiring Blasting (Excavation in hilly areas in hard rock requiring blasting, by mechanical means including trimming of slopes and disposal of cut material with all lifts and lead upto 1000 metres.) | - | cum | - | - | itemH2Code3 |
| 3SH:III-Cross Drainage | ||||||
| 3.01 | RCC Slab Culvert 2.00 m Span - 2.00 height)=1.00Nos
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)
Ordinary soil
Manual Means
upto 3 m depth | - | cum | - | - | itemH3Code1 |
| 3.02 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) | - | cum | - | - | itemH3Code2 |
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