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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.0 LAccepted-AOC | ₹30.0 L | L1 | Accepted-AOC Awarded |
| 2 | L2₹30.0 LRejected-AOC | ₹30.0 L | L2 | Rejected-AOC Not awarded |
| 3 | Rejected-Technical | - | - | Rejected-Technical Not qualified |
| Sl No | Description | Qty | Unit | MITHINGA BAGLARI L2 | KHAULA DAIMARI 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 teachnical specification clause 301.5
(i) Private Land | 241.69 | Cum | 301 ₹72,748.09 | 281 ₹67,914.33 |
| 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.
(A) By mix in place method
(ii) For Grading II Material | 7.5 | Cum | 2,116 ₹15,870 | 2,116 ₹15,870 |
| 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, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and Technical Specification Clause 801.
ii) 600mm equilateral triangle | 1 | Each | 4,125 ₹4,125 | 4,125 ₹4,125 |
| 4.00 | iii) 600mm circular | 1 | Each | 5,629 ₹5,629 | 5,629 ₹5,629 |
| 5.00 | 8.0m Span RCC Slab Culvert of 7.5m length:
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 50m dressing of sides and bottom and backfilling in trenches with excavated suitable material.
(I) Ordinary soil, Upto 3.00m depth | 466.51 | Cum | 167 ₹77,907.50 | 167 ₹77,907.50 |
| 6.00 | PCC 1:3:6 in foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days).
A. With crushed stone
I. PCC grade M10
(i) Nominal mix 1:3:6 | 30.5 | Cum | 5,836 ₹1.8 L | 5,836 ₹1.8 L |
| 7.00 | Plain/Reinforced cement concrete in Open foundation complete as per drawing and technical Specification.
A. With crushed stone
II.PCC grade M15
(i) Nominal mix (1:2.5:5) | 140.87 | Cum | 5,754 ₹8.1 L | 5,754 ₹8.1 L |
| 8.00 | 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
II.PCC grade M15
(i) Nominal mix (1:2.5:5) | 141.87 | Cum | 6,214 ₹8.8 L | 6,214 ₹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 | t | 76,845 ₹1.2 L | 76,845 ₹1.2 L |
| 10.00 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in superstructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1203 | 3.12 | t | 76,845 ₹2.4 L | 76,845 ₹2.4 L |
Tender Value
₹30 L
EMD Value
₹60,000
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 Hahaini village on Alikash No.1 to Phutkubari road by providing 8m Slab culvert under PWD Tangla RR Sub-Division under NDRF (PDNA-2022) in Udalguri District for the year 2025-26.
2026_BoTC_50028_9
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
₹600
₹60,000
Yes
13 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 teachnical 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. (A) By mix in place method (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, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and Technical Specification Clause 801. ii) 600mm equilateral triangle
iii) 600mm circular
8.0m Span RCC Slab Culvert of 7.5m length: 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 50m dressing of sides and bottom and backfilling in trenches with excavated suitable material. (I) Ordinary soil, Upto 3.00m depth
PCC 1:3:6 in foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days). A. With crushed stone I. PCC grade M10 (i) Nominal mix 1:3:6
Plain/Reinforced cement concrete in Open foundation complete as per drawing and technical Specification. A. With crushed stone II.PCC grade M15 (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 II.PCC grade M15 (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 superstructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1203
Providing and laying reinforcedcement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205. A. With crushed stone.(I) RCC Grade M20 i. For nominal mix 1:2:4 (a) For height upto 5m
Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical specifications.
Drainage spouts complete as per drawing and technical specification clause 1209.
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100mm 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 ISMB100(100x75) at 2.5m interval and three rows of 50mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2
Filler Joint: (ii) Providingand fixing 20mm thick compressible fibreboard in expansion joint complete as per drawing and technical specifications
Back filling behind abutment wing wall and return wall complete as per drawing & technical specification clause 1204. 3.8 (i) Granular material
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