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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.9 CrAccepted-Finance BADRI RAI COMPANY ARUN KUMAR RAI DULIAJAN STATION ROAD P O DULIAJAN P S DULIAJAN DIBRUGARH PIN 786602 | DULIAJAN | DIBRUGARH | ASSAM | 786602 | ₹14.9 Cr | L1 | Accepted-Finance Financially responsive |
| 2 | L2₹18.6 CrAccepted-Finance | ₹18.6 Cr | L2 | Accepted-Finance Financially responsive |
| Sl No | Description | Qty | Unit | M/s Badri Rai & Company | M/s Shiva Enterprises |
|---|---|---|---|---|---|
| 1.00SH :- Road from Rama camp to Kharkha Bridge (MDR) | |||||
| 2.00SH:- Widening - 2.580 Km (MDR) | |||||
| 3.00 | Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth on the Barren Valley side. | 18,830 | Cu.m. | 27,41,648 ₹27.4 L | 47,07,500 ₹47.1 L |
| 4.00 | Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of excavated earth on the barren valley side. | 11,298 | Cu.m. | 26,19,328.32 ₹26.2 L | 29,37,480 ₹29.4 L |
| 5.00 | Excavation in hilly areas in hard rock requiring blasting, by mechanical means including trimming of slopes and disposal of | 7,532 | Cu.m. | 26,82,597.12 ₹26.8 L | 26,81,392 ₹26.8 L |
| 6.00SH:- SH:- Embankment | |||||
| 7.00 | Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) | 28,275 | Cu.m. | 1,14,95,484 ₹1.1 Cr | 1,13,10,000 ₹1.1 Cr |
| 8.00SH:- Preparation of Sub-grade (MDR) :- 4.020 Km | |||||
| 9.00 | Preparation of sub grade (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.) | 23,316 | Sqm | 35,25,379.2 ₹35.3 L | 1,52,02,032 ₹1.5 Cr |
| 10.00SH:- Granular Sub-base (MDR) :- 4.020 Km | |||||
Tender Value
Refer Docs
EMD Value
₹14.8 L
Closing Date
26 Mar 2026, 10:00 amClosed
EE Dirang Division, PWD
OFFICE OF THE EXECUTIVE ENGINEER, DIRANG DIVISION, PWD, DIRANG, ARUNACHAL PRADESH
Improvement of road from Rama Camp to new ADC HQ Dirang under CMCSRDP-II
2026_PWDAP_3252_1
DD/W-60/CMCSRDP-II/2025-26/25
Open Tender
Civil Works
Dirang
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
EE PWD Dirang Division
₹14.8 L
Yes
26 Mar 2026
20 Mar 2026
26 Mar 2026
20 Mar 2026
26 Mar 2026
20 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1SH :- Road from Rama camp to Kharkha Bridge (MDR) | |||||
| 2SH:- Widening - 2.580 Km (MDR) | |||||
| 3Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth on the Barren Valley side. | |||||
| 4Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of excavated earth on the barren valley side. | |||||
| 5Excavation in hilly areas in hard rock requiring blasting, by mechanical means including trimming of slopes and disposal of | |||||
| 6SH:- SH:- Embankment | |||||
| 7Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) | |||||
| 8SH:- Preparation of Sub-grade (MDR) :- 4.020 Km | |||||
| 9Preparation of sub grade (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.) | |||||
| 10SH:- Granular Sub-base (MDR) :- 4.020 Km | |||||
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