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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20 LAccepted-AOC | ₹20 L | L1 | Accepted-AOC Awarded |
| 2 | L2₹20.0 LRejected-AOC | ₹20.0 L | L2 | Rejected-AOC Not awarded |
| 3 | L3₹20.0 LRejected-AOC | ₹20.0 L | L3 | Rejected-AOC Not awarded |
| Sl No | Description | Qty | Unit | DEEP BORO L2 | Kamal Daimari L3 | LORANG BASUMATARY L1 |
|---|---|---|---|---|---|---|
| 1.00 | Construction of Embankment with Material Obtained from Borrow Pits
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 pg q p 1000 m as per Technical Specification Clause 301.5 (i) Private Land | 333.47 | Cum | 275 ₹91,703.70 | 278 ₹92,704.10 | 271.92 ₹90,676.62 |
| 2.00 | 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 | 9.38 | Cum | 2,024.26 ₹18,977.44 | 2,028 ₹19,012.50 | 2,024.26 ₹18,977.44 |
| 3.00 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
(ii) 600mm equilateral triangle | 1 | Each | 4,142.03 ₹4,142.03 | 4,142.62 ₹4,142.62 | 4,142.03 ₹4,142.03 |
| 4.00 | (iii) 600 mm Circular | 1 | Each | 5,629.65 ₹5,629.65 | 5,629.6 ₹5,629.60 | 5,629.65 ₹5,629.65 |
| 5.00 | CONSTRUCTION OF 4.00 M SLAB CULVERT :
Earth work in excavation for structures as per drawings 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 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. | 337.26 | Cum | 134.47 ₹45,350.81 | 134.47 ₹45,350.81 | 134.47 ₹45,350.81 |
| 6.00 | 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 M 15 (1:2.5:5) | 23.02 | Cum | 6,207.16 ₹1.4 L | 6,207.16 ₹1.4 L | 6,207.16 ₹1.4 L |
| 7.00 | 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 (II) PCC Grade M 20 (1:2:4) | 177.57 | Cum | 7,434 ₹13.2 L | 7,434 ₹13.2 L | 7,422 ₹13.2 L |
| 8.00 | 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 II. RCC M 25 Grade (a) Height upto 5 m | 28.21 | Cum | 9,138.65 ₹2.6 L | 9,138.65 ₹2.6 L | 9,138.65 ₹2.6 L |
| 9.00 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar . (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 | 0.71 | MT | 58,175.05 ₹41,246.11 | 58,175.05 ₹41,246.11 | 58,175.02 ₹41,246.09 |
| 10.00 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
I. Granular Material | 35.98 | Cum | 1,566.16 ₹56,350.44 | 1,578 ₹56,776.44 | 1,566.16 ₹56,350.44 |
Tender Value
₹20 L
EMD Value
₹40,000
Closing Date
27 Jan 2026, 1:00 pmClosed
Superintending Engineer,PWD,Kokrajhar (R/B) Circle
O/o S.E., PWD, Kokrajhar (R/B) Circle, Kokrajhar
Recovery and Restoration of Hapabari Deor PWD link road by constructing 6.00 M slab culvert under NDRF(PDNA-2022) in Udalguri District for the year 2025-26
2026_BoTC_50028_30
SE(R/B)/20-21/Pt-III/15
Open Tender
Civil Works – Roads
90 days
Udalguri dist
Please refer Tender documents.
4 documents required · 4 mandatory
₹500
₹40,000
Yes
16 Mar 2026
7 Jan 2026
27 Jan 2026
7 Jan 2026
27 Jan 2026
7 Jan 2026
7 Jan 2026 - 16 Jan 2026
Construction of Embankment with Material Obtained from Borrow Pits 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 pg q p 1000 m as per Technical Specification Clause 301.5 (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 and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (ii) 600mm equilateral triangle
(iii) 600 mm Circular
CONSTRUCTION OF 4.00 M SLAB CULVERT : Earth work in excavation for structures as per drawings 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 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
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 M 15 (1:2.5:5)
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 (II) PCC Grade M 20 (1:2:4)
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 II. RCC M 25 Grade (a) Height upto 5 m
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar . (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I. Granular Material
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. RCC M 20 Grade (a) Height upto 5m
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