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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.5 LAccepted-AOC | ₹34.5 L | L1 | Accepted-AOC Awarded |
| 2 | L1₹34.5 LRejected-AOC | ₹34.5 L | L1 | Rejected-AOC Not awarded |
| 3 | L2₹34.6 LRejected-AOC VILL SINGIMARI PO KALAIGAON DIST UDALGURI ASSAM | ₹34.6 L | L2 | Rejected-AOC Not awarded |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not qualified |
| Sl No | Description | Qty | Unit | Sri Sarbananda Ojha L1 | MADAN DEBNATH L2 | PANKAJ DEBNATH L1 |
|---|---|---|---|---|---|---|
| 1.00 | Construction of Embankment with approved material obtained from borrow pits, with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clasue 301.5.
(i) Private land | 213.98 | Cum | 270 ₹57,774.60 | 276 ₹59,058.48 | 270 ₹57,774.60 |
| 2.00 | 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 Traingle | 1 | Each | 4,142.01 ₹4,142.01 | 4,142.01 ₹4,142.01 | 4,142.01 ₹4,142.01 |
| 3.00 | (iii) 600 mm circular. | 1 | Each | 5,629.5 ₹5,629.50 | 5,629.47 ₹5,629.47 | 5,629.5 ₹5,629.50 |
| 4.00 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 | 160 | Cum | 3,282.85 ₹5.3 L | 3,282.85 ₹5.3 L | 3,282.85 ₹5.3 L |
| 5.00 | RCC SLAB CULVERT 8.00 M SPAN : 1 (ONE) NO.
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.
In Ordinary Soil : | 466.51 | Cum | 134.47 ₹62,731.87 | 145 ₹67,644.24 | 134.47 ₹62,731.87 |
| 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 B. PCC M 10 (i) Nominal Mix 1 : 3 : 6 | 30.5 | Cum | 6,357.1 ₹1.9 L | 6,357.1 ₹1.9 L | 6,357.1 ₹1.9 L |
| 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 B. PCC M 15 (i) Nominal Mix 1 : 2.5 : 5 | 140.87 | Cum | 6,205 ₹8.7 L | 6,225 ₹8.8 L | 6,205 ₹8.7 L |
| 8.00 | 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. PCC M 15 (i) Nominal Mix (1 : 2.5 ; 5) | 133.77 | Cum | 6,565.23 ₹8.8 L | 6,568 ₹8.8 L | 6,565.23 ₹8.8 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 substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 1.6 | MT | 56,576.88 ₹90,749.32 | 56,576.88 ₹90,749.32 | 56,576.88 ₹90,749.32 |
| 10.00 | 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 | 3.12 | MT | 58,173.03 ₹1.8 L | 58,173.03 ₹1.8 L | 58,173.03 ₹1.8 L |
Tender Value
₹34.5 L
EMD Value
₹70,000
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 R.K. Road to Tengabari link road (Re-construction of 8.00m span RCC Slab Culvert No.1/2) under Tangla R.R. Sub-Division under NDRF(PDNA-2022) in Udalguri District for the year 2025-26.
2026_BoTC_50028_28
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
₹700
₹70,000
Yes
11 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 approved material obtained from borrow pits, with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clasue 301.5. (i) Private land
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 Traingle
(iii) 600 mm circular.
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
RCC SLAB CULVERT 8.00 M SPAN : 1 (ONE) NO. 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. In Ordinary Soil :
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 B. PCC M 10 (i) 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 B. PCC 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 ans 1204 A. With Crushed Stone I. PCC M 15 (i) Nominal Mix (1 : 2.5 ; 5)
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
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
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 5 m
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 A With crushed stone
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
Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2
Filler Joint I Providing and fixing 2 mm thick corrugated copper plate in expansion joint as per drawing and technical specifications Clause 1207.2.2
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (i) Granular Material
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