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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 CrAccepted-AOC BHOWKAMARI CITY TOWN BARPETA P O KAYAKUCHI P S BARPETA DISTRICT BARPETA PIN 781352 | BARPETA | ASSAM | 781352 | ₹5.1 Cr | L1 | Accepted-AOC AWARDED |
| 2 | L1₹5.1 CrRejected-AOC HOUSE NO 113 ARANYAK WARD NO 7 P O P S BARPETA ROAD DIST BARPETA ASSAM | BARPETA | ASSAM | 781301 | ₹5.1 Cr | L1 | Rejected-AOC NOT AWARDED |
| Sl No | Description | Qty | Unit | Durjan Ali L1 | Birendra Kr. Prasad L2 |
|---|---|---|---|---|---|
| 1.00 | Clearing and grubbing road land including uprooting wild vegatation ,grass, bushes,shrubs,saplins 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 lead of 1000 m etc. as per technical specification cl 201 (i) By Manual means ( B ) In area of non thorny jungle | 3.18 | Hect. | 55,808.98 ₹1.8 L | 60,000 ₹1.9 L |
| 2.00 | 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 1000 m. as per technical specification clause 301.5 (a)From Private land | 30,815.71 | Cum | 271.91 ₹83.8 L | 280 ₹86.3 L |
| 3.00 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pitrs with all lifts and leads, transporting to site,spreading,grading to required slope and compacted to meet requirement of table 300.2 with a lead upto 1000 m. as per technical specification clause 303.1 (a)From Private land | 2,844.05 | Cum | 357.71 ₹10.2 L | 357.71 ₹10.2 L |
| 4.00 | Granular Sub -base with Well Graded Material (Table 400.1) By Mix in place method 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 | 956.25 | Cum | 2,877.38 ₹27.5 L | 2,877.38 ₹27.5 L |
| 5.00 | WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable 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. Using stone sceening Type- B 11.2mm for Gr. III | 573.75 | Cum | 4,696.98 ₹26.9 L | 4,696.98 ₹26.9 L |
| 6.00 | Interlocking concrete block pavement Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504. A) Including Edge block/ Edge restraints | 7,650 | Sqm. | 1,222.72 ₹93.5 L | 1,222.72 ₹93.5 L |
| 7.00 | Supply, Stitching and Laying of Non woven Geo woven Geo textile Fabric sheet of 400gsm | 8,000 | Sqm. | 249.9 ₹20.0 L | 249.9 ₹20.0 L |
| 8.00 | Supplying, filling and laying in loose with Geo textile bags of Type-A (1.3x0.70m) made of Geo textile non woven fabric sheets of 400 GSM manufactured from polyster/polypropylene conforming to relevant ISO standard filed with specified sand/silt from flood plain or adjacent char within a distance of 90m of the work site including excavation, filling Geo bags with sand weighting 126,oo kg after filling ,stitching the mouth of the filled bags with polypropylene or polyster complete as per technical specification and as directed. (b) without boat. | 72,000 | Bags | 340.34 ₹2.5 Cr | 340.34 ₹2.5 Cr |
| 9.00 | Retro-reflectorised Traffic Signs 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 GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 (ii) 600mm equilateral triangle | 4 | Each | 4,142.03 ₹16,568.13 | 4,200 ₹16,800 |
| 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 GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 (iii) 600mm circular | 4 | Each | 5,629.65 ₹22,518.61 | 5,700 ₹22,800 |
Tender Value
₹5.1 Cr
EMD Value
₹10.2 L
Closing Date
5 Jan 2026, 2:00 pmClosed
Chief Engineer,PWRD
O/o the Chief Engineer PWRD,Assam,Guwahati-03
Recovery and Reconstruction of Mohan Bazar to Kayakuchi Gaon Road (under PMGSY Pkg.No.AS-01-194) under NDRF(PDNA-2022) for the year 2025-26 of District Barpeta (25- Pakabetbari LAC)
2025_PWD_49573_55
CE/Commn/192/PDNA/2025-26/02
Open Tender
Civil Works – Roads
180 days
Barpeta
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,195
₹10.2 L
Yes
O/o the Chief Engineer PWRD,Assam,Guwahati-03
24 Mar 2026
24 Dec 2025
5 Jan 2026
24 Dec 2025
5 Jan 2026
24 Dec 2025
24 Dec 2025 - 5 Jan 2026
26 Dec 2025
Clearing and grubbing road land including uprooting wild vegatation ,grass, bushes,shrubs,saplins 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 lead of 1000 m etc. as per technical specification cl 201 (i) By Manual means ( B ) In area of non thorny jungle
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 1000 m. as per technical specification clause 301.5 (a)From Private land
Construction of subgrade and earthen shoulders with approved material obtained from borrow pitrs with all lifts and leads, transporting to site,spreading,grading to required slope and compacted to meet requirement of table 300.2 with a lead upto 1000 m. as per technical specification clause 303.1 (a)From Private land
Granular Sub -base with Well Graded Material (Table 400.1) By Mix in place method 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
WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable 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. Using stone sceening Type- B 11.2mm for Gr. III
Interlocking concrete block pavement Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504. A) Including Edge block/ Edge restraints
Supply, Stitching and Laying of Non woven Geo woven Geo textile Fabric sheet of 400gsm
Supplying, filling and laying in loose with Geo textile bags of Type-A (1.3x0.70m) made of Geo textile non woven fabric sheets of 400 GSM manufactured from polyster/polypropylene conforming to relevant ISO standard filed with specified sand/silt from flood plain or adjacent char within a distance of 90m of the work site including excavation, filling Geo bags with sand weighting 126,oo kg after filling ,stitching the mouth of the filled bags with polypropylene or polyster complete as per technical specification and as directed. (b) without boat.
Retro-reflectorised Traffic Signs 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 GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 (ii) 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 GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 (iii) 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 GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 (v) 800mm x 600mm rectangular
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
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