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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC | ₹1.1 Cr | L1 | Accepted-AOC Accepted by BEC |
| 2 | L2₹1.1 Cr+₹4,000 (0.04%)Rejected-Finance BN COLLEGE ROAD DHUBRI | DHUBRI | ASSAM | 783123 | ₹1.1 Cr+₹4,000 (0.04%) | L2 | Rejected-Finance Rejected by BEC |
| Sl No | Description | Qty | Unit | MANOBENDRA SONOWAL L1 | DIPANKAR BOSE L2 |
|---|---|---|---|---|---|
| 1.00 | 1_Improvement of Alomganj Pt. VI (Astomirchar) to Chitalkati road from (Ch. 0.00 m to 2250.00 m)_Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities, removing of all vegetation, cambering, watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer. | 4,275.34 | Sqm | 8.27 ₹35,357.06 Lowest | 8.27 ₹35,357.06 Lowest |
| 2.00 | Construction of granular surface course by providing well 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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402. | 843.75 | Cum | 2,628.95 ₹22,18,176.56 Lowest | 2,628.95 ₹22,18,176.56 Lowest |
| 3.00 | Construction of subgrade and earthen shoulders 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 300.2 with a lead upto 1000 m as per Technical Specification Clause 303.1
(I) Private Land | 333.9 | Cum | 339.68 ₹1,13,419.15 Lowest | 339.68 ₹1,13,419.15 Lowest |
| 4.00 | Providing and fixing of typical PMGSY informatory sign board with logo as per MORD soecifications and drawing .Three MS plates of 1.6mm thick ,top and middile plate duly welded with MS flat iron 25x5mm size on back edges .The lower plate will be welded with MS angle iron frame of 25mmx25mmx5mm .The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos .75mmx75mm of 12SWG Sheet tubes posts duly embedded in cement concrete M15 grade blocks of 450mmx450mmx600mm,600mm below ground level.The top most diamond plate will be welded to middile plate by 47mmx47mmof 12SWG steel 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 wityh primer and two coats epoxy paint as per drawing clause 1701 and annexure 1700.1 | 1 | Each | 23,845.31 ₹23,845.31 Lowest | 24,845.31 ₹24,845.31 |
| 5.00 | 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 Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
(I) Private Land | 3,125.16 | Cum | 258.21 ₹8,06,947.56 Lowest | 258.21 ₹8,06,947.56 Lowest |
| 6.00 | 2_Improvement of Approaches of Box culvert no. 2/1 on Manasha Mandir to Lotka Road_Construction of granular surface course by providing well 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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402. Rate as per annexure-I. | 30 | Cum | 2,628.95 ₹78,868.5 Lowest | 2,628.95 ₹78,868.5 Lowest |
| 7.00 | Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 | 180 | Sqm | 83.28 ₹14,990.4 Lowest | 83.28 ₹14,990.4 Lowest |
| 8.00 | Providing and fixing of typical PMGSY informatory sign board with logo as per MORD soecifications and drawing .Three MS plates of 1.6mm thick ,top and middile plate duly welded with MS flat iron 25x5mm size on back edges .The lower plate will be welded with MS angle iron frame of 25mmx25mmx5mm .The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos .75mmx75mm of 12SWG Sheet tubes posts duly embedded in cement concrete M15 grade blocks of 450mmx450mmx600mm,600mm below ground level.The top most diamond plate will be welded to middile plate by 47mmx47mmof 12SWG steel 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 wityh primer and two coats epoxy paint as per drawing clause 1701 and annexure 1700.1 | 1 | Each | 23,845.31 ₹23,845.31 Lowest | 24,845.31 ₹24,845.31 |
| 9.00 | Penel concrete : Plain cement concrete of grade M30 without plasticser usung concrete mixture (including cutting and edge painting at curves) | 30 | Cum | 8,441.17 ₹2,53,235.1 Lowest | 8,441.17 ₹2,53,235.1 Lowest |
| 10.00 | 3_Construction of Road from Sahebganj Bazar to Rupshi Airport exit gate (Ch. 1540.00m to Ch. 2540.00m)_Clearing and grubbing road land including uprooting wild vegetation, grass,bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.(a) In area of non thorny jungle | 0.48 | Hect | 52,995.08 ₹25,437.64 Lowest | 52,995.08 ₹25,437.64 Lowest |
Tender Value
₹1.1 Cr
EMD Value
₹2.1 L
Closing Date
12 Aug 2025, 2:00 pmClosed
Chief Engineer,PWD(Roads),Assam,Chandmari,Guwahati
O/o the Chief Engineer,PWD(Roads),Assam,Chandmari,Guwahati-03
MAINT/SOPD-G/2025-26/36_1_Improvement of Alomganj Pt. VI (Astomirchar) to Chitalkati road from (Ch. 0.00 m to 2250.00 m), 2_Improvement of Approaches of Box culvert no. 2/1 on Manasha Mandir to Lotka Road, 3_Construction of Road from Sahebganj Bazar
2025_PWD_45827_26
CE/MAINT/SOPDG/01/2025-26/02
Open Tender
Civil Works – Roads
Item Rate
180 days
Dhubri
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,100
₹2.1 L
Yes
O/o the Chief Engineer,PWD(Roads),Assam,Chandmari,
7 Feb 2026
23 Jul 2025
14 Aug 2025
23 Jul 2025
12 Aug 2025
23 Jul 2025
23 Jul 2025 - 12 Aug 2025
24 Jul 2025
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