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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹100.0 LAccepted-AOC | ₹100.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹100.0 LRejected-AOC ABHAYAPURI W NO 2 HOUSE NO 42 ABHAYAPURI P O PS ABHAYAPURI BONGAIGAON 783384 | BONGAIGAON | ASSAM | 783384 | ₹100.0 L | L2 | Rejected-AOC L2 |
| 3 | L3₹1.0 CrRejected-AOC BHAKARIVITA WARD NO 17 PO PS BONGAIGAON DIST BONGAIGAON PIN 783380 | BONGAIGAON | ASSAM | 783380 | ₹1.0 Cr | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | Sri Bipul Choudhury L3 | RABIN CHANDRA SARKAR L2 | NABIBAR ISLAM L1 |
|---|---|---|---|---|---|---|
| 1.00 | Road Work:
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.
(i) By Manual Means
(a) In area of non thorny jungle | 0.72 | Hect | 62,000 ₹44,640 | 55,000 ₹39,600 | 54,093.69 ₹38,947.46 |
| 2.00 | 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 p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
(i) Private Land | 1,912.33 | Cum | 310 ₹5.9 L | 300 ₹5.7 L | 300 ₹5.7 L |
| 3.00 | Construction of Subgrade and Earthen Shoulders
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 | 1,007.12 | Cum | 350 ₹3.5 L | 330 ₹3.3 L | 330 ₹3.3 L |
| 4.00 | 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 | 572.12 | Cum | 1,800 ₹10.3 L | 2,000 ₹11.4 L | 2,000 ₹11.4 L |
| 5.00 | Water Bound Macadam (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
II Grading III | 343.27 | Cum | 3,800 ₹13.0 L | 4,250 ₹14.6 L | 4,100 ₹14.1 L |
| 6.00 | Providing and laying interlocking concrete block pavement (M40)having thickness 80mm as per technical specification clause 1504 complete including carriage.
a) Including Edge block/ Edge restraints | 4,576.99 | Sqm | 1,200 ₹54.9 L | 1,180 ₹54.0 L | 1,190 ₹54.5 L |
| 7.00 | 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 | 1 | Each | 18,500 ₹18,500 | 22,500 ₹22,500 | 22,500 ₹22,500 |
| 8.00 | Retro-reflectorised Traffic Signs
I 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 m x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
ii 60 cm equilateral triangle. | 24 | Each | 4,000 ₹96,000 | 3,500 ₹84,000 | 3,500 ₹84,000 |
| 9.00 | iii 60mm circular | 14 | Each | 4,000 ₹56,000 | 3,500 ₹49,000 | 3,500 ₹49,000 |
| 10.00 | v 60cm x 60cm square. | 2 | Each | 4,000 ₹8,000 | 3,500 ₹7,000 | 3,500 ₹7,000 |
Tender Value
₹100.0 L
EMD Value
₹2 L
Closing Date
2 Apr 2026, 1:30 pmClosed
the Addl. Chief Engineer cum Director, PWD
O/o the Addl. Chief Engineer cum Director, PWD
Construction of C.C Block road at Bartolowa (Length 1.20 Km) of Chirang District, BTC, Assam under CMs Goodwill Mission Project under RIDF-XXXI of NABARD for the year 2025-26. TN_71_CHR_RIDF-XXXI_14_(R-1)
2026_BTC_51957_1
No.ACE-22/PWD/NIT/GOODWILL
Open Tender
Civil Works – Roads
180 days
Chirang
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,000
₹2 L
Yes
21 May 2026
13 Mar 2026
2 Apr 2026
13 Mar 2026
2 Apr 2026
13 Mar 2026
13 Mar 2026 - 2 Apr 2026
Road Work: 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. (i) By Manual Means (a) In area of non thorny jungle
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 p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (i) Private Land
Construction of Subgrade and Earthen Shoulders 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. A) By Mix in Place Method (ii) For Grading II Material
Water Bound Macadam (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 II Grading III
Providing and laying interlocking concrete block pavement (M40)having thickness 80mm as per technical specification clause 1504 complete including carriage. a) Including Edge block/ Edge restraints
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
Retro-reflectorised Traffic Signs I 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 m x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 ii 60 cm equilateral triangle.
iii 60mm circular
v 60cm x 60cm square.
Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 ii) Ordinary Kilometer Stone (Precast)
iii) 200 m stone (precast)
Providing Rubbing Rumble Strips.
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.
Maintenance of Slab culverts by way of clearing, cleaning, erosion repair, repairs to cracks parapet walls and protection works as per drawing and technical specification clause 1908
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
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 I. Boulder
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
Utility shifting
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