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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.5 CrAccepted-AOC DEKARBARI CITY TOWN BARPETA P O AMGURI P S SORBHOG DISTRICT BARPETA ASSAM PIN 781317 | BARPETA | ASSAM | 781317 | ₹5.5 Cr | L1 | Accepted-AOC Awarded |
| 2 | L2₹5.6 CrRejected-AOC PROTECH TULIP BARSAJAI BHETAPARA HOUSE NO 2D PARK BLOCK CITY TOWN GUWAHATI P O HATIGAON P S HATIGAON DISTRICT KAMRUP METRO PIN 781028 | KAMRUP METRO | ASSAM | 781028 | ₹5.6 Cr | L2 | Rejected-AOC Not Awarded |
| Sl No | Description | Qty | Unit | M/S Royal Smart Construction L1 | SKYWAY INFRASTRUCTURE L2 |
|---|---|---|---|---|---|
| 1.00 | Clearing and Grubbing Road Land 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 | 3.18 | Ha | 55,808.98 ₹1.8 L | 56,367.07 ₹1.8 L |
| 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 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 | 21,618.86 | Cum | 271.92 ₹58.8 L | 274.64 ₹59.4 L |
| 3.00 | 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.
Private Land | 2,879 | Cum | 357.71 ₹10.3 L | 361.29 ₹10.4 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 Clause 401.
II) For Grading II Material | 1,109.25 | Cum | 2,718.89 ₹30.2 L | 2,746.08 ₹30.5 L |
| 5.00 | WBM Grading 2
Using stone screening Type-B 11.2 mm for Gr.II
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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. | 698.06 | Cum | 4,487.49 ₹31.3 L | 4,532.36 ₹31.6 L |
| 6.00 | Providing , laying, spreading and compacting stone aggregates of specified sizes to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with 3 wheels 80-100KN static roller in stages to proper grade and camber, applying and brooming stone screening / binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405. (3) Grading - III (Screening B). A) By Manual Means- | 1,788.19 | Cum | 4,517 ₹80.8 L | 4,562.17 ₹81.6 L |
| 7.00 | Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per echnical specification clause 1504 including carriage.
a) including Edge block/Edge restraints | 23,842.5 | Sqm | 1,222.73 ₹2.9 Cr | 1,234.96 ₹2.9 Cr |
| 8.00 | Supply, Stitching and Laying of Non wooven Geo textile Fabric sheet of
400 gsm | 2,145 | Sqm | 249.9 ₹5.4 L | 252.4 ₹5.4 L |
| 9.00 | Supplying, filling and laying in loose with Geo-textile bags of Type-A (1.30m x 0.70m) made of Geo textile non woven fabric sheets of 400 GSM manufactured from polyster/ polypropylene conforming to relevant ISO standard filled with specified sand/ silt from flood plain or adjacent char within a distance of 90 m of the work site including excavation, filling Geo bags with sand weighing 126.00 kg after filling, stitching the mouth of the filled bags with polypropylene or polyster complete as per technical specifications and as directed. B)without boat | 11,143 | Nos | 340.34 ₹37.9 L | 343.74 ₹38.3 L |
| 10.00 | Providing and fixing recto-refletorised cautionary mandatory and informatory sign board as per IRC:67 made of encapsulated lens type reflecting sheeting vide Clause 1701.2.3 fixed over aluminum sheeting 1.5mm thick supported on a mild steel angle iron post 75mmx 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement 450mm x 450mm x 600mm, 600mm below ground level as per approved drawings and technical specification clause 801 ...Qty as per Qnty Statement (ii) 600 mm equliteral triangle. | 24 | Each | 4,142.03 ₹99,408.72 | 4,183.45 ₹1.0 L |
Tender Value
₹5.5 Cr
EMD Value
₹11 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 Bamunbari Kujarpith Road under PMGSy-3 (Package no - AS-01-508) under NDRF (PDNA-2022) for the year 2025-26 of District Barpeta (25 - Pakabetbari LAC)
2025_PWD_49573_45
CE/Commn/192/PDNA/2025-26/02
Open Tender
Civil Works – Roads
60 days
Barpeta
Please refer Tender documents.
4 documents required · 4 mandatory
₹11,000
₹11 L
Yes
O/o the Chief Engineer PWRD,Assam,Guwahati-03
11 May 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 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 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 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. 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 Clause 401. II) For Grading II Material
WBM Grading 2 Using stone screening Type-B 11.2 mm for Gr.II 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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.
Providing , laying, spreading and compacting stone aggregates of specified sizes to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with 3 wheels 80-100KN static roller in stages to proper grade and camber, applying and brooming stone screening / binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405. (3) Grading - III (Screening B). A) By Manual Means-
Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per echnical specification clause 1504 including carriage. a) including Edge block/Edge restraints
Supply, Stitching and Laying of Non wooven Geo textile Fabric sheet of 400 gsm
Supplying, filling and laying in loose with Geo-textile bags of Type-A (1.30m x 0.70m) made of Geo textile non woven fabric sheets of 400 GSM manufactured from polyster/ polypropylene conforming to relevant ISO standard filled with specified sand/ silt from flood plain or adjacent char within a distance of 90 m of the work site including excavation, filling Geo bags with sand weighing 126.00 kg after filling, stitching the mouth of the filled bags with polypropylene or polyster complete as per technical specifications and as directed. B)without boat
Providing and fixing recto-refletorised cautionary mandatory and informatory sign board as per IRC:67 made of encapsulated lens type reflecting sheeting vide Clause 1701.2.3 fixed over aluminum sheeting 1.5mm thick supported on a mild steel angle iron post 75mmx 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement 450mm x 450mm x 600mm, 600mm below ground level as per approved drawings and technical specification clause 801 ...Qty as per Qnty Statement (ii) 600 mm equliteral triangle.
Providing and fixing recto-refletorised cautionary mandatory and informatory sign board as per IRC:67 made of encapsulated lens type reflecting sheeting vide Clause 1701.2.3 fixed over aluminum sheeting 1.5mm thick supported on a mild steel angle iron post 75mmx 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement 450mm x 450mm x 600mm, 600mm below ground level as per approved drawings and technical specification clause 801 ...Qty as per Qnty Statement (ii) 600 mm Circular
Providing and fixing recto-refletorised cautionary mandatory and informatory sign board as per IRC:67 made of encapsulated lens type reflecting sheeting vide Clause 1701.2.3 fixed over aluminum sheeting 1.5mm thick supported on a mild steel angle iron post 75mmx 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement 450mm x 450mm x 600mm, 600mm below ground level as per approved drawings and technical specification clause 801 ...Qty as per Qnty Statement (ii) 800 mm *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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