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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.0 LAccepted-AOC | ₹47.0 L | L1 | Accepted-AOC Awarded |
| 2 | L2₹48.5 LRejected-AOC | ₹48.5 L | L2 | Rejected-AOC Not awarded |
| 3 | L3₹49 LRejected-AOC | ₹49 L | L3 | Rejected-AOC Not awarded |
| 4 | L4₹49.5 LRejected-AOC VILL KB ROAD P O PS NORTH LAKHIMPUR DIST LAKHIMPUR | LAKHIMPUR | ASSAM | 784160 | ₹49.5 L | L4 | Rejected-AOC Not awarded |
| 5 | L5₹49.8 LRejected-AOC | ₹49.8 L | L5 | Rejected-AOC Not awarded |
| Sl No | Description | Qty | Unit | SRI TIRTHA RAM BORO L5 | SRI ABHIJEET MODAK L6 | ZAKIR HUSSAIN L4 | IQBAL QURESHI L2 | Islam Qureshi L1 | GOPAL SARKAR L3 |
|---|---|---|---|---|---|---|---|---|---|
| 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 | 1,906.03 | Cum | 300 ₹5.7 L | 300 ₹5.7 L | 290 ₹5.5 L | 295.66 ₹5.6 L | 270 ₹5.1 L | 290 ₹5.5 L |
| 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 | 1,312.72 | Cum | 350 ₹4.6 L | 335 ₹4.4 L | 330 ₹4.3 L | 400 ₹5.3 L | 368 ₹4.8 L | 330 ₹4.3 L |
| 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 | 360 | Cum | 2,900 ₹10.4 L | 2,850 ₹10.3 L | 2,800 ₹10.1 L | 1,922.2 ₹6.9 L | 1,926.09 ₹6.9 L | 2,800 ₹10.1 L |
| 4.00 | 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 | 5,000 ₹5,000 | 5,555.2 ₹5,555.20 | 8,005 ₹8,005 | 3,933.19 ₹3,933.19 | 3,736.53 ₹3,736.53 | 4,999.62 ₹4,999.62 |
| 5.00 | (iii) 600 mm circular. | 1 | Each | 6,000.96 ₹6,000.96 | 5,611 ₹5,611 | 5,600.06 ₹5,600.06 | 5,345.8 ₹5,345.80 | 5,078.51 ₹5,078.51 | 6,000 ₹6,000 |
| 6.00 | 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 | 900 | Cum | 2,800 ₹25.2 L | 3,000 ₹27 L | 2,930 ₹26.4 L | 3,049.98 ₹27.4 L | 2,997.48 ₹27.0 L | 2,800 ₹25.2 L |
| 7.00 | 1000 MM DIA HPC : 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 : | 32.68 | Cum | 120 ₹3,921.60 | 120 ₹3,921.60 | 120 ₹3,921.60 | 127.69 ₹4,172.91 | 151.31 ₹4,944.81 | 120 ₹3,921.60 |
| 8.00 | PCC M 10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawing and technical specification clauses 1109 | 1.81 | Cum | 4,200 ₹7,602 | 4,200 ₹7,602 | 4,200 ₹7,602 | 6,036.57 ₹10,926.19 | 5,934.74 ₹10,741.88 | 4,200 ₹7,602 |
| 9.00 | Laying 1st class bedding on wall compacted sand, moorum as per clause 115 (ii) Granular bedding. | 3.45 | Cum | 1,550 ₹5,347.50 | 1,550 ₹5,347.50 | 1,550 ₹5,347.50 | 1,558.04 ₹5,375.24 | 1,480.14 ₹5,106.48 | 1,550 ₹5,347.50 |
| 10.00 | Brick masonry work in cement mortar in foundation of wall complete excluding pointing and plastering as per drawing and technical specification clause 1100 in prop 1:4 | 16.76 | Cum | 7,776.9 ₹1.3 L | 5,500 ₹92,180 | 5,500 ₹92,180 | 7,450.77 ₹1.2 L | 7,278.23 ₹1.2 L | 7,776.9 ₹1.3 L |
Tender Value
₹49.5 L
EMD Value
₹1 L
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 Badlapara to No.2 Bhalatar road under NDRF(PDNA-2022) in Udalguri District for the year 2025-26.
2026_BoTC_50028_23
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
₹1,000
₹1 L
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 technical specification clasue 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 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
1000 MM DIA HPC : 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 :
PCC M 10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawing and technical specification clauses 1109
Laying 1st class bedding on wall compacted sand, moorum as per clause 115 (ii) Granular bedding.
Brick masonry work in cement mortar in foundation of wall complete excluding pointing and plastering as per drawing and technical specification clause 1100 in prop 1:4
Providing and laying reinforced cement concrete pipe NP-3 for culverts on first class bedding mortar 1:2 but excluding excavation, protection works in head walls and parapets clauses 1106. (B) 1000 mm dia
Plastering with cement mortar (1:6) 15 mm thick on brick work for sub-structure as per technical specification.
600 MM DIA HPC : 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 :
PCC M 10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawing and technical specification clauses 1109
Brick masonry work in cement mortar in foundation of wall complete excluding pointing and plastering as per drawing and technical specification clause 1100 in prop 1:4
Laying 1st class bedding on wall compacted sand, moorum as per clause 115 (ii) Granular bedding.
Plastering with cement mortar (1:6) 15 mm thick on brick work for sub-structure as per technical specification.
Providing and laying reinforced cement concrete pipe NP-3 for culverts on first class bedding mortar 1:2 but excluding excavation, protection works in head walls and parapets clauses 1106. (B) 600 mm dia
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