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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹63.1 LAccepted-AOC | ₹63.1 L | 1st | Accepted-AOC The lowest rate offered |
| 2 | 2nd₹63.1 L+₹1,000 (0.02%)Rejected-Finance BILASIPARA WARD NO 5 P O P S BILASIPARA DIST DHUBRI ASSAM | ₹63.1 L+₹1,000 (0.02%) | 2nd | Rejected-Finance Tender Evaluation Committee accepted the lowest rate offered by Sri. Jayanta Paul, Ward No. 5, Bilasipara |
| 3 | Not Admitted-Fee/PreQual/Technical BILASIPARA WARD NO 3 P O P S BILASIPARA DIST DHUBRI ASSAM | - | - | Not Admitted-Fee/PreQual/Technical Others-Not considered by Tender Evaluation Committee |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Not considered by Tender Evaluation Committee |
| Sl No | Description | Qty | Unit | JAYANTA PAUL | M/S JAY MAA LAXMI TRADERS |
|---|---|---|---|---|---|
| 1.00 | 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. Ordinary soil. Upto 3 m depth.
Excavation for 111 Nos Column Pits [1.5x1.5x1.5m] and Wall Trench [Net L=163.5m, W=1.1m] | 527.5 | Cum | 70,157.5 ₹70,157.5 Lowest | 70,157.5 ₹70,157.5 Lowest |
| 2.00 | Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412.
Flat brick soling for Column Pits [1.5x1.5m] and Wall Foundation Base | 429.6 | Sqm | 3,21,770.4 ₹3,21,770.4 Lowest | 3,21,770.4 ₹3,21,770.4 Lowest |
| 3.00 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. With crushed Stone. P.C.C grade M 15. Nominal mix (1:2.5:5).
150mm thick PCC Leveling Course for Column Bases and Wall Strip | 64.44 | Cum | 3,96,628.2 ₹3,96,628.2 Lowest | 3,96,628.2 ₹3,96,628.2 Lowest |
| 4.00 | 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.
RCC M20 for 111 Nos Column Footings of size 1.20m x 1.20m x 0.35m | 55.94 | Cum | 4,13,116.9 ₹4,13,116.9 Lowest | 4,13,116.9 ₹4,13,116.9 Lowest |
| 5.00 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204. With Crushed Stone. RCC Grade M 20. i) For height upto 5 m.
RCC for Column Stumps [0.45x0.45m] below plinth and Tie Beam [0.45x0.25m] at plinth level | 65.23 | Cum | 5,09,511.53 ₹5,09,511.53 Lowest | 5,09,511.53 ₹5,09,511.53 Lowest |
| 6.00 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5. With crushed stone. R.C.C grade M 20. For nominal mix 1:2:4. a) Height upto 5 M.
RCC for 111 Nos Column Shafts [0.45x0.45m] above plinth and Top Coping Beam [0.45x0.10m | 62.05 | Cum | 5,28,666 ₹5,28,666 Lowest | 5,28,666 ₹5,28,666 Lowest |
| 7.00 | 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.
Reinforcement for Column Footings | 5.59 | Tonne | 3,71,006.23 ₹3,71,006.23 Lowest | 3,71,006.23 ₹3,71,006.23 Lowest |
| 8.00 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202.
: Reinforcement for Column Stumps and Tie Beam | 6.52 | Tonne | 4,33,710.4 ₹4,33,710.4 Lowest | 4,33,710.4 ₹4,33,710.4 Lowest |
| 9.00 | 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.
Reinforcement for Column Shafts and Coping Beam | 6.21 | Tonne | 4,15,591.52 ₹4,15,591.52 Lowest | 4,15,591.52 ₹4,15,591.52 Lowest |
| 10.00 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204. Coursed rubble masonry (1st sort). In 1:3 cement mortar.
Stone Masonry for Wall Substructure [0.60m thick] and Superstructure [0.45m thick | 352.87 | Cum | 22,00,497.32 ₹22,00,497.32 Lowest | 22,00,497.32 ₹22,00,497.32 Lowest |
Tender Value
₹63.1 L
EMD Value
₹1.3 L
Closing Date
27 Jan 2026, 4:00 pmClosed
Executive Officer, Bilasipara Municipal Board
Office of the Executive Officer, Bilasipara Municipal Board, Bilasipara, Dhubri (Assam)
Construction of Retaining Wall around the proposed Sewage Teatment Plant Site at Ward No.9 under Bilasipara Municipal Board under 15th FC (2nd instt of TG) for 2024-25
2026_UDD_50301_1
BMB.307/Pt-IV/2025/1118
Open Tender
Miscellaneous Works
Works
90 days
Bilasipara, Dhubri (Assam)
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹1.3 L
Yes
Bilasipara, Dhubri (Assam)
25 Feb 2026
17 Jan 2026
30 Jan 2026
17 Jan 2026
27 Jan 2026
17 Jan 2026
22 Jan 2026
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. Ordinary soil. Upto 3 m depth. Excavation for 111 Nos Column Pits [1.5x1.5x1.5m] and Wall Trench [Net L=163.5m, W=1.1m]
Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412. Flat brick soling for Column Pits [1.5x1.5m] and Wall Foundation Base
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. With crushed Stone. P.C.C grade M 15. Nominal mix (1:2.5:5). 150mm thick PCC Leveling Course for Column Bases and Wall Strip
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. RCC M20 for 111 Nos Column Footings of size 1.20m x 1.20m x 0.35m
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204. With Crushed Stone. RCC Grade M 20. i) For height upto 5 m. RCC for Column Stumps [0.45x0.45m] below plinth and Tie Beam [0.45x0.25m] at plinth level
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5. With crushed stone. R.C.C grade M 20. For nominal mix 1:2:4. a) Height upto 5 M. RCC for 111 Nos Column Shafts [0.45x0.45m] above plinth and Top Coping Beam [0.45x0.10m
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. Reinforcement for Column Footings
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202. : Reinforcement for Column Stumps and Tie Beam
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. Reinforcement for Column Shafts and Coping Beam
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204. Coursed rubble masonry (1st sort). In 1:3 cement mortar. Stone Masonry for Wall Substructure [0.60m thick] and Superstructure [0.45m thick
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204. 15mm Plastering on Wall faces, Column faces, and Top of Coping Beam
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8. Granular material. Filling empty space in trenches behind walls and pits
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. 100mm dia Weep holes spaced @ 2m c/c
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