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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.3 LAccepted-AOC | ₹19.3 L | L1 | Accepted-AOC L1, so AOC is awarded |
| Sl No | Description | Qty | Unit | Mr. Arupjyoti Gohain L1 |
|---|---|---|---|---|
| 1.00 | Kushal Nagar BY-Lane-2 (L=0.100km) Clearing and grubbing road land including uprooting rank vegetation, grass, bushes , shrubs , saplings and trees girth upto 300mm , removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned up to lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm thickness. | 0.01 | Hectr | 52,995 ₹529.95 Lowest |
| 2.00 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5 (i) Private Land | 18.38 | Cum | 258 ₹4,742.04 Lowest |
| 3.00 | 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 cl.401. (ii) For Grading II Material | 48.38 | Cum | 2,885 ₹1,39,576.3 Lowest |
| 4.00 | 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 material to fillup the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(A) By Manual Means | 24.19 | Cum | 4,630 ₹1,11,999.7 Lowest |
| 5.00 | Providing and laying interlocking concrete block pavement having thickness 80 mm as per Tech. Sp. Clause 1504 complete including carriage (b)Excluding Edge block / Edge restraints | 322.5 | Sqm | 941 ₹3,03,472.5 Lowest |
| 6.00 | Edge Restraint Wall Earthwork in excavation for structures as per drawing and Technical Specifications Clause 305.1 including settingout, consyruction of shoring and bracing,removal of stumps and other deleterious material and disposal upto a lead of 50 m ,dressing of sides and bottom and backfilling in trenches with excavated suitable material. (I) Ordinary soil upto 3.00 m depth | 71.2 | Cum | 128 ₹9,113.6 Lowest |
| 7.00 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and Technical Specifications Clause 802,803,1202&1203 A. With crushed stone(I) PCC grade M10,Nominal mix 1:3:6 | 9 | Cum | 6,037 ₹54,333 Lowest |
| 8.00 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and Technical Specifications Clause 802,803,1202&1203 A. With crushed stone(II) PCC grade M20,Nominal mix 1:2:4 | 36 | Cum | 7,049 ₹2,53,764 Lowest |
| 9.00 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face complete as per Technical Specification Clauses 614,709,1204.3.7 | 200 | No. | 206 ₹41,200 Lowest |
| 13.00 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 | 1 | Each | 24,845 ₹24,845 Lowest |
Tender Value
₹19.3 L
EMD Value
₹38,700
Closing Date
7 Feb 2026, 2:00 pmClosed
EE, PWRD, DCLKT TRD, Dibrugarh
O/o The Executive Engineer, PWRD, Dibrugarh, Chabua-Lahowal, Khowang and Tingkhong Territorial Road Division, Dibrugarh
Construction of (i) Kushal Nagar Bye Lane-2 (L 0.100 Km), (ii) NH-37 to Moran Public High School Approach Road (L 0.120 Km), (iii) 2 No. Sonali Path (L 0.500 Km), (iv) 3 No. Sonali Path (L 1.00 Km), (v) NH-37 to Moran Commerce College Connecting Road
2025_PWD_49198_2
EE/DCLKT/NIT/SOPD-G/1/2025/7
Open Tender
Civil Works – Roads
Item Rate
270 days
Tingkhong
Please refer tender documents
4 documents required · 4 mandatory
₹600
₹38,700
Yes
5 Aug 2026
28 Jan 2026
7 Feb 2026
28 Jan 2026
7 Feb 2026
28 Jan 2026
28 Jan 2026 - 7 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Kushal Nagar BY-Lane-2 (L=0.100km) Clearing and grubbing road land including uprooting rank vegetation, grass, bushes , shrubs , saplings and trees girth upto 300mm , removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned up to lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm thickness. | 0.01 | Hectr | 52,995.08 | ₹529.95 |
| 2 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5 (i) Private Land | 18.38 | Cum | 258.21 | ₹4,745.9 |
| 3 | 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 cl.401. (ii) For Grading II Material | 48.38 | Cum | 2,884.68 | ₹1,39,560.82 |
| 4 | 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 material to fillup the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(A) By Manual Means | 24.19 | Cum | 4,629.9 | ₹1,11,997.28 |
| 5 | Providing and laying interlocking concrete block pavement having thickness 80 mm as per Tech. Sp. Clause 1504 complete including carriage (b)Excluding Edge block / Edge restraints | 322.5 | Sqm | 941.4 | ₹3,03,601.5 |
| 6 | Edge Restraint Wall Earthwork in excavation for structures as per drawing and Technical Specifications Clause 305.1 including settingout, consyruction of shoring and bracing,removal of stumps and other deleterious material and disposal upto a lead of 50 m ,dressing of sides and bottom and backfilling in trenches with excavated suitable material. (I) Ordinary soil upto 3.00 m depth | 71.2 | Cum | 127.69 | ₹9,091.53 |
| 7 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and Technical Specifications Clause 802,803,1202&1203 A. With crushed stone(I) PCC grade M10,Nominal mix 1:3:6 | 9 | Cum | 6,036.57 | ₹54,329.13 |
| 8 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and Technical Specifications Clause 802,803,1202&1203 A. With crushed stone(II) PCC grade M20,Nominal mix 1:2:4 | 36 | Cum | 7,048.83 | ₹2,53,757.88 |
| 9 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face complete as per Technical Specification Clauses 614,709,1204.3.7 | 200 | No. | 205.66 | ₹41,132 |
| 13 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 | 1 | Each | 24,845.41 | ₹24,845.41 |
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