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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹90.3 CrAccepted-AOC | ₹90.3 Cr | L1 | Accepted-AOC Lowest bidder |
| 2 | L2₹98.6 CrRejected-Finance BOMDILA AP | SHI YOMI | ARUNACHAL PRADESH | 791001 | ₹98.6 Cr | L2 | Rejected-Finance too high |
| Sl No | Description | Qty | Unit | M/S TTC INFRA INDIA L2 | M/s Drengo Construction L1 |
|---|---|---|---|---|---|
| 1.00Site Clearance | |||||
| 1.10 | Clearing and Grubbing road land | 15.75 | Hect. | 84,270 ₹13.3 L | 77,625 ₹12.2 L |
| 1.20 | Cutting of tree including cutting of trunks, branches and removal | 21 | Km | 78,270 ₹16.4 L | 72,100 ₹15.1 L |
| 2.00Earthwork (Formation Width-7.50 m) | |||||
| 2.10 | In ordinary soil (60% of 492000) | 2,95,200 | Cum | 230 ₹6.8 Cr | 205 ₹6.1 Cr |
| 2.20 | In ordinary rock (20% of 492000) | 98,400 | Cum | 340 ₹3.3 Cr | 305 ₹3.0 Cr |
| 2.30 | In hard rock (20% of 492000) | 98,400 | Cum | 440 ₹4.3 Cr | 400 ₹3.9 Cr |
| 3.00Pavement (Carriageway width-5.50m) Hard Shoulder-0.5m both sides | |||||
| 3.10 | Lime stabalization for Sub-Grade 200 mm (60%*20699)*7.5*0.2) | 18,629 | Cum | 1,280 ₹2.4 Cr | 1,170 ₹2.2 Cr |
| 3.20 | GSBC 150mm for full streatch (20699*5.5*0.15) | 17,077 | Cum | 2,810 ₹4.8 Cr | 2,580 ₹4.4 Cr |
Tender Value
Refer Docs
EMD Value
₹1.0 Cr
Closing Date
3 Jul 2025, 5:00 pmClosed
Executive Engineer
O/o Executive Engineer, Anini Division PWD, Govt of Arunachal Pradesh Anini, Arunachal Pradesh
C/O ROAD FROM AMULI NH 313 TO ATHUNLI VIA LEYAKA PASS (21 KM) IN ARUNACHAL PRADESH UNDER NESIDS ROADS.
2025_PWDAP_2596_1
AD/S-10/NIT/2025-26/330-38
Open Tender
Civil Works
1095 days
Anini
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
EE, PWD, Anini Division, Anini, Dibang Valley, AP.
₹1.0 Cr
Yes
Anini
6 Aug 2025
17 Jun 2025
4 Jul 2025
17 Jun 2025
3 Jul 2025
17 Jun 2025
2 Jul 2025
Amount
Site Clearance
Clearing and Grubbing road land
Cutting of tree including cutting of trunks, branches and removal
Earthwork (Formation Width-7.50 m)
In ordinary soil (60% of 492000)
In ordinary rock (20% of 492000)
In hard rock (20% of 492000)
Pavement (Carriageway width-5.50m) Hard Shoulder-0.5m both sides
Lime stabalization for Sub-Grade 200 mm (60%*20699)*7.5*0.2)
GSBC 150mm for full streatch (20699*5.5*0.15)
Hard shoulder @ 0.50 m both sides (20699*0.5*0.15)
WMM - 250 mm (20699*5.5*0.250)
Prime coat (20699*5.5)
Tack coat (20699*5.5)
Drains
CC Drain
Unlined Drain
Protection work
Stone Masonary Breast Wall 2m Ht.
Stone Masonary Breast Wall 3m Ht.
Stone Masonary Retaining Wall 2m Ht.
Stone Masonary Retaining Wall 3m Ht.
Stone Masonary Retaining Wall 4m Ht.
Cross Drainage Works
RCC Box Culvert (2mx2m)
RCC Box Culvert (3mx3m)
RCC Box Culvert (6mx3m)
RCC Box Culvert (6mx4m)
Traffic Signs and Road Markings
Km Stone
Road Marking
Direction Sign Board
Place indentification (minimum 9 Sqm)
Road Studs
Solar Studs
W metal beam crash barrier
Bridges
RCC Minor Bridge (Composite Girder)
RCC Minor Bridge (Solid Slab-10m Span) 6 Nos
Maintenance cost for 5 years
1st Year (Defect Liability)
2nd Year (0.5% of B)
3rd Year (0.5% of B)
4th Year (0.5% of B)
5th Year (0.5% of B)
M/S TTC INFRA INDIA (BID ID -7684)
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