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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹100.0 LAccepted-AOC | ₹100.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹1.0 CrRejected-AOC | ₹1.0 Cr | L2 | Rejected-AOC L2 |
| 3 | L3₹1.0 CrRejected-AOC | ₹1.0 Cr | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | ASHOK KUMAR BASUMATARY L2 | HARESWAR BARO L1 | Phukan Boro L3 |
|---|---|---|---|---|---|---|
| 1.00 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. | 0.39 | hect. | 62,000 ₹24,180 | 62,871 ₹24,519.69 | 63,499.71 ₹24,764.89 |
| 2.00 | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.(b) Above 600 mm to 900 mm dia Hume pipe | 22.5 | Rm | 310 ₹6,975 | 305 ₹6,862.50 | 308.05 ₹6,931.13 |
| 3.00 | 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 1000 m as per Technical Specification Clause 301.5 (II) Private Land | 550.84 | cum | 310 ₹1.7 L | 306 ₹1.7 L | 309.06 ₹1.7 L |
| 4.00 | 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 | 1,861.19 | cum | 415 ₹7.7 L | 403 ₹7.5 L | 407.03 ₹7.6 L |
| 5.00 | 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.
For Grading II Materials | 731.25 | cum | 1,900 ₹13.9 L | 1,967 ₹14.4 L | 1,986.67 ₹14.5 L |
| 6.00 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(A) By Manual Means | 365.63 | cum | 3,800 ₹13.9 L | 3,786 ₹13.8 L | 3,823.86 ₹14.0 L |
| 7.00 | Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 60mm as per technical specification clause 1504 complete including carriage.
'Including Edge block/ Edge restraints | 4,875 | sqm. | 1,120 ₹54.6 L | 1,108 ₹54.0 L | 1,119.08 ₹54.6 L |
| 8.00 | 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.(i)600mm equilateral triangle | 4 | each | 4,000 ₹16,000 | 4,666 ₹18,664 | 4,712.66 ₹18,850.64 |
| 9.00 | 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 Circular | 4 | each | 6,000 ₹24,000 | 6,342 ₹25,368 | 6,405.42 ₹25,621.68 |
| 10.00 | 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.(iii)800mm x 600mm Rectangular | 1 | each | 6,000 ₹6,000 | 6,170 ₹6,170 | 6,231.7 ₹6,231.70 |
Tender Value
₹1 Cr
EMD Value
₹2 L
Closing Date
2 Jan 2026, 2:00 pmClosed
The Addl. Chief Engineer cum Director, PWD, BTC
O/o the Addl. Chief Engineer cum Director, PWD, BTC, Kokrajhar
Construction of CC Block road from Rajen Boro House to Swmla Boro House at Sijauguri village under Kaurbaha VCDC under CMs Goodwill mission Project under RIDF-XXXI of NABARD for the year 2025-26.
2025_BTC_49249_8
ACE-22/PWD/NIT/GOODWILL/25-26
Open Tender
Civil Works – Roads
270 days
Tamulpur
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,000
₹2 L
Yes
O/o the Addl. Chief Engineer cum Director, PWD BTC
30 May 2026
12 Dec 2025
3 Jan 2026
12 Dec 2025
2 Jan 2026
12 Dec 2025
12 Dec 2025 - 2 Jan 2026
26 Dec 2025
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.(b) Above 600 mm to 900 mm dia Hume pipe
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 1000 m as per Technical Specification Clause 301.5 (II) 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. For Grading II Materials
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(A) By Manual Means
Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 60mm as per technical specification clause 1504 complete including carriage. 'Including Edge block/ Edge restraints
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.(i)600mm equilateral triangle
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 Circular
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.(iii)800mm x 600mm Rectangular
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.(vii)900mm side Octagaon
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year.
1000mm dia SHPC=1 Nos. 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.
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
Laying (First Class) bedding on well compacted sand, moorum as per Clause 1105 (ii) Granular Materials
Brick Masonry Work in cement mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical specification Clause 1109
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row(b) 1000mm dia
Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification
600mm dia SHPC=2 Nos. 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.
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
Laying (First Class) bedding on well compacted sand, moorum as per Clause 1105 (ii) Granular Materials
Brick Masonry Work in cement mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical specification Clause 1109
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row(b) 1000mm dia
Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification
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