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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.7 CrAdmitted-Technical | ₹4.7 Cr | L1 | Admitted-Technical Responsive |
| 2 | L2₹4.7 Cr+₹13,922.09 (0.03%)Admitted-Technical | ₹4.7 Cr+₹13,922.09 (0.03%) | L2 | Admitted-Technical Responsive |
| 3 | L3₹4.8 Cr+₹22,527.05 (0.05%)Admitted-Technical | ₹4.8 Cr+₹22,527.05 (0.05%) | L3 | Admitted-Technical Responsive |
| Sl No | Description | Qty | Unit | Ms AKIN ENTERPRISE L3 | ms sn enterprises L2 | nabam jampo L1 |
|---|---|---|---|---|---|---|
| 1.00SH:- Embankment | ||||||
| 1.01 | 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). | 19,251.23 | Cum | 706 ₹1,35,91,368.38 Lowest | 706 ₹1,35,91,368.38 Lowest | 775 ₹1,49,19,703.25 |
| 2.00SH:Road Construction of 5.75m width | ||||||
| 2.01 | 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. | 15,033.38 | Sqm | 135 ₹20,29,506.3 Lowest | 135 ₹20,29,506.3 Lowest | 135 ₹20,29,506.3 Lowest |
| 2.02 | 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. | 15,033.38 | Sqm | 6.46 ₹97,115.63 Lowest | 6.46 ₹97,115.63 Lowest | 6.46 ₹97,115.63 Lowest |
| 2.03 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2):Construction of Granular Sub-base with Close Graded Material (Table:- 400-2) by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 )For grading II materials. | 3,006.68 | Cum | 1,690 ₹50,81,289.2 Lowest | 1,690 ₹50,81,289.2 Lowest | 1,691 ₹50,84,295.88 |
| 3.00SH:RCC Box culvert 4.00 mx 3.00 m (1 No.) | ||||||
| 3.01 | 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.I)Ordinary soilupto 3 m depth,A) Manual Means,(ii)b 3 m to 6 m depth (with de-watering) | 241.14 | Cum | 524 ₹1,26,357.36 | 520 ₹1,25,392.8 Lowest | 524 ₹1,26,357.36 |
| 3.02 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. A) PCC Grade M15 | 8.9 | Cum | 9,370 ₹6,42,126.1 Lowest | 9,370 ₹6,42,126.1 Lowest | 9,371 ₹6,42,194.63 |
| 3.03 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification A)RCC Grade M20 Case I) Using Concrete Mixer (i) For solid slab super-structure, 20-30% of (a+b+c) (p) Height upto 5m | 68.53 | Cum | 11,626 ₹21,76,910.37 Lowest | 11,626 ₹21,76,910.37 Lowest | 11,626 ₹21,76,910.37 Lowest |
Tender Value
Refer Docs
EMD Value
₹4.8 L
Closing Date
16 Mar 2026, 9:00 amClosed
EE, Doimukh Division, APPWD, Doimukh
office of the EE, Doimukh Division, APPWD, Doimukh
C/o Internal Road at Tarasso CO Headquarter Papum pare District Under CMCSRDP-II
2026_PWDAP_3020_1
DD/2025-26/11
Open Tender
Civil Works
Item Rate
730 days
Tarasso
Please refer Tender documents.
4 documents required · 4 mandatory
₹5,000
EE PWD Doimukh
₹4.8 L
2 Apr 2026
6 Mar 2026
16 Mar 2026
6 Mar 2026
16 Mar 2026
6 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1SH:- Embankment | |||||
| 1.01 | 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). | 19,251.23 | Cum | - | - |
| 2SH:Road Construction of 5.75m width | |||||
| 2.01 | 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. | 15,033.38 | Sqm | - | - |
| 2.02 | 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. | 15,033.38 | Sqm | - | - |
| 2.03 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2):Construction of Granular Sub-base with Close Graded Material (Table:- 400-2) by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 )For grading II materials. | 3,006.68 | Cum | - | - |
| 3SH:RCC Box culvert 4.00 mx 3.00 m (1 No.) | |||||
| 3.01 | 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.I)Ordinary soilupto 3 m depth,A) Manual Means,(ii)b 3 m to 6 m depth (with de-watering) | 241.14 | Cum | - | - |
| 3.02 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. A) PCC Grade M15 | 8.9 | Cum | - | - |
| 3.03 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification A)RCC Grade M20 Case I) Using Concrete Mixer (i) For solid slab super-structure, 20-30% of (a+b+c) (p) Height upto 5m | 68.53 | Cum | - | - |
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