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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.6 LAccepted-AOC KAMALABARI MAJULI PIN CODE 785106 | MAJULI | ASSAM | 785106 | ₹47.6 L | L1 | Accepted-AOC Awarded |
| 2 | L2₹47.6 LRejected-AOC | ₹47.6 L | L2 | Rejected-AOC Not awarded |
| Sl No | Description | Qty | Unit | Sri Surjya Kumar Bhuyan L1 | Prafulla Nath L2 |
|---|---|---|---|---|---|
| 1.00 | 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 (i) By Manual Means (a) In area of non thorny jungle | 0.65 | Hectare | 52,995.08 ₹34,446.80 | 52,995.08 ₹34,446.80 |
| 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 Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (i) Private Land | 5,166.77 | cum | 258.21 ₹13.3 L | 258.21 ₹13.3 L |
| 3.00 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto1000 m as per Technical Specification Clause 303.1. (i) Private Land | 241.31 | cum | 339.68 ₹81,968.86 | 339.68 ₹81,968.86 |
| 4.00 | Gravel/Soil-Aggregregate surface course
Construction of granular sub-base 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 80-100kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402 | 365.63 | cum | 2,631.72 ₹9.6 L | 2,631.72 ₹9.6 L |
| 5.00 | 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 | 22,845.32 ₹22,845.32 | 24,845.32 ₹24,845.32 |
| 6.00 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction 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 m depth | 205.01 | cum | 127.69 ₹26,177.85 | 127.69 ₹26,177.85 |
| 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) P.C.C grade M 10 Nominal mix 1:3:6 | 27.06 | cum | 6,036.57 ₹1.6 L | 6,036.57 ₹1.6 L |
| 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) P.C.C grade M 15 Nominal mix (1:2.5:5) | 62.34 | cum | 5,894.19 ₹3.7 L | 5,894.19 ₹3.7 L |
| 9.00 | 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 (IV) IV R.C.C Grade M20 | 42.86 | cum | 7,072.9 ₹3.0 L | 7,072.9 ₹3.0 L |
| 10.00 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (A) With Crushed Stone (I) P.C.C grade M 15 i) Nominal mix (1:2.5:5) | 49.67 | cum | 6,234.21 ₹3.1 L | 6,234.21 ₹3.1 L |
Tender Value
₹47.6 L
EMD Value
₹95,000
Closing Date
11 Aug 2025, 2:00 pmClosed
Chief Engineer, PWD Roads
O/O Chief Engineer PWD(Roads)Assam ,Chandmari, Ghy
Construction of GWC road from Luit Ghat Bridge to Baligaon Chariali from 0.00m to 650.00m including CD works under SOPD(G) for the year 2025-26, Majuli LAC, under Majuli District Territorial Road Division
2025_PWD_45818_21
CE/Commn/16/2025-26/04
Open Tender
Civil Works – Roads
120 days
Majuli
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,000
₹95,000
Yes
O/O Chief Engineer PWD Roads Assam ,Chandmari, Ghy
9 Jan 2026
22 Jul 2025
11 Aug 2025
22 Jul 2025
11 Aug 2025
22 Jul 2025
22 Jul 2025 - 11 Aug 2025
28 Jul 2025
Amount
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 (i) By Manual Means (a) In area of non thorny jungle
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
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto1000 m as per Technical Specification Clause 303.1. (i) Private Land
Gravel/Soil-Aggregregate surface course Construction of granular sub-base 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 80-100kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402
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
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction 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 m depth
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) P.C.C grade M 10 Nominal mix 1:3:6
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) P.C.C grade M 15 Nominal mix (1:2.5:5)
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 (IV) IV R.C.C Grade M20
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (A) With Crushed Stone (I) P.C.C grade M 15 i) Nominal mix (1:2.5:5)
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 (A) With Crushed Stone (III) RCC Grade M 20 i) For height upto 5 m
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (A) With crushed stone (I) R.C.C grade M 20 (i) For nominal mix 1:2:4 (a) Height upto 5 M
Supplying, fitting and placing MS Bar (Fe-500) reinforcement bar (From Primary Producer: TATA/SAIL/EsserSteel/ Jindal steel/Shyamsteel/RINL) in superstructure complete as per drawingand technical specifications Clauses 1002, 1010 and 1202
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
Drainage spouts complete as per drawing and technical specifications Clause 1209
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (ii) Sandy material
Prafulla Nath (BID ID -274924)
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