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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.8 CrAccepted-Finance BADRI RAI COMPANY ARUN KUMAR RAI DULIAJAN STATION ROAD P O DULIAJAN P S DULIAJAN DIBRUGARH PIN 786602 | DULIAJAN | DIBRUGARH | ASSAM | 786602 | L1 | Accepted-Finance Financially responsive as L1 | |
| 2 | L2₹28.9 Cr+₹8.4 L (0.29%)Accepted-Finance H NO 06 CHOWKIDINGHEE DIBRUGARH P O C R BUILDING P S DIBRUGARH DIST DIBRUGARH PIN 786003 ASSAM | DIBRUGARH | ASSAM | 786003 | L2 | Accepted-Finance Financially Responsive as L2 |
Tender Value
₹28.5 Cr
EMD Value
₹57.0 L
Closing Date
31 Mar 2025, 4:00 pmClosed
Executive Engineer
O/o. Executive Engineer, Dirang Division, PWD, Dirang
Construction of Road from Yak Farm via Nyukmadung village to newly created CO office, Nyukmadung, Brangthangka (Ph l) (CMCSRDP II).
2025_PWDAP_2443_1
DD/CMCSRDP-II/2024-25/35
Open Tender
Civil Works – Roads
Item Rate
1095 days
Nyukmadung, Dirang
As per Tender Documents
4 documents required · 4 mandatory
₹5,000
EE PWD Dirang
₹57.0 L
Yes
Rupa
9 Apr 2025
25 Mar 2025
1 Apr 2025
25 Mar 2025
31 Mar 2025
25 Mar 2025
28 Mar 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | SH: Widening :- 9.830 Km (MDR) | - | - | - | - |
| 2 | 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. | 68,880 | Cu.m. | 130 | ₹89,54,400 |
| 3 | 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. | 48,218 | Cu.m. | 207 | ₹99,81,126 |
| 4 | Excavation in hilly areas in hard rock requiring blasting, by mechanical means including trimming of slopes and disposal excavated earth on the barren valley side. | 20,665 | Cu.m. | 318 | ₹65,71,470 |
| 5 | SH:- Preparation of Sub-grade :- 9.830 Km (MDR) | - | - | - | - |
| 6 | 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.) | 27,032.5 | Sq.m. | 135 | ₹36,49,387.5 |
| 7 | SH:- Granular Sub-base - MDR- 9.830 Km & ODR - 2.700 Km | - | - | - | - |
| 8 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse 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) (iii) for grading- I Material | 11,390.25 | Cum. | - | - |
| 9 | SH:- W.B.M. - II :- 9.830 Km (MDR) | - | - | - | - |
| 10 | Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) A- By Manual Means, (ii) Grading- II (Using Screening Crushable type such as Moorum or Gravel), a) Using Scrining Crushable type such as Moorum or Gravel | 8,109.75 | cum. | - | - |
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