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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.0 LAccepted-AOC DHANIPUR HOUSE NO 389 SONAI P O SONAIMUKH P S SONAI DIST CACHAR ASSAM PIN 788119 | CACHAR | ASSAM | 788119 | ₹30.0 L | L1 | Accepted-AOC Being the lowest bidder |
| 2 | L2₹30 L+₹3,386 (0.11%)Rejected-AOC 217A LAKHIPUR COLLEGE ROAD NEAR RAMKRISHNA MISSION WARD NO 1 LAKHIPUR CACHAR ASSAM 788103 | CACHAR | ASSAM | 788103 | ₹30 L+₹3,386 (0.11%) | L2 | Rejected-AOC Not being the lowest bidder |
| Sl No | Description | Qty | Unit | Titu Kumar Das L2 | ANSARUL HOQUE LASKAR L1 |
|---|---|---|---|---|---|
| 1.00 | 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 compcating act 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 | 975.35 | Cum | 271 ₹2,64,319.85 | 260 ₹2,53,591 Lowest |
| 2.00 | 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 upto 1000 m as per Technical Specification Clause 303.1. i) Private Land | 106.92 | Cum | 357 ₹38,170.44 | 300 ₹32,076 Lowest |
| 3.00 | 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.(ii) For Grading II Material | 75.94 | Cum | 3,000 ₹2,27,820 | 2,900 ₹2,20,226 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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.A) By Manual Means(iii) WBM Gr-III | 37.97 | Cum | 4,778 ₹1,81,420.66 | 4,500 ₹1,70,865 Lowest |
| 5.00 | Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. a) Including Edge block/ Edge restraints | 506.25 | sqm | 1,215 ₹6,15,093.75 Lowest | 1,220 ₹6,17,625 |
| 6.00 | 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 | 26,148.9 ₹26,148.9 Lowest | 27,000 ₹27,000 |
| 7.00 | Construction of RCC Box cell Culvert 2.0m x 2.0m (Single cell)
Excavation for Structures
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 (i) upto 3 m depth | 23.2 | Cum | 60 ₹1,392 Lowest | 60 ₹1,392 Lowest |
| 8.00 | Providing Concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification Clause802,803,1202&1203
(A) With crushed Stone. I.PCC Grade M10, (ii)nominal mix 1:3:6. | 2.43 | Cum | 7,150 ₹17,374.5 Lowest | 7,200 ₹17,496 |
| 9.00 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. With crushed Stone. R.C.C Grade M20 | 15.23 | Cum | 8,330 ₹1,26,865.9 Lowest | 8,500 ₹1,29,455 |
| 10.00 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
RCC Grade M25. Height up to 5m ,Using concrete mixture. | 13.29 | Cum | 9,000 ₹1,19,610 Lowest | 10,000 ₹1,32,900 |
Tender Value
₹30.0 L
EMD Value
₹60,000
Closing Date
7 Feb 2026, 3:00 pmClosed
The SE, PWD(Roads) Cachar Circle, Silchar.
O/o The SE, PWD(Roads) Cachar Circle, Silchar.
Recovery and Reconstruction of Road from Baroali to Lamargram under NDRF (PDNA-2022) for the year 2025-26 Sonai LAC, P/No.SE/SONAI/NDRF(PDNA-2022)/25-26/6
2026_PWD_50566_6
T/CC/ETN/SIL/2025-26/1033(T)
Open Tender
Civil Works – Roads
Item Rate
210 days
Cachar District.
Please refer Tender documents.
4 documents required · 4 mandatory
₹600
₹60,000
Yes
O/o The SE, PWD(Roads) Cachar Circle, Silchar.
2 Jun 2026
28 Jan 2026
7 Feb 2026
28 Jan 2026
7 Feb 2026
28 Jan 2026
28 Jan 2026 - 4 Feb 2026
4 Feb 2026
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 compcating act 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 upto 1000 m as per Technical Specification Clause 303.1. i) Private Land
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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.(ii) For Grading II Material
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.A) By Manual Means(iii) WBM Gr-III
Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. a) Including Edge block/ Edge restraints
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
Construction of RCC Box cell Culvert 2.0m x 2.0m (Single cell) Excavation for Structures 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 (i) upto 3 m depth
Providing Concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification Clause802,803,1202&1203 (A) With crushed Stone. I.PCC Grade M10, (ii)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. With crushed Stone. 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 RCC Grade M25. Height up to 5m ,Using concrete mixture.
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 foce. Complete as per drawing and Technical specification.
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RCC grade M 25, Height up to 5.0m.
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar . (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 (Sand Filling)
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
CC Retaining Wall 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 (i) upto 3 m depth
Providing Concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification Clause802,803,1202&1203 (B) With Natural Gravel, I. PCC Grade M10 (ii)nominal mix 1:3:6. (Hand Mixing)
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. With Natural Gravel, P.C.C. grade M 20, (ii)Nominal mix 1:2:4 (Hand mixed)
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
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