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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-AOC DALAIGAON P O TARANI P S RANGIA DIST KAMRUP PIN 781354 | KAMRUP | ASSAM | 781354 | ₹1.4 Cr | L1 | Accepted-AOC Awarded |
| 2 | L2₹1.4 CrRejected-AOC | ₹1.4 Cr | L2 | Rejected-AOC Not Awarded |
| Sl No | Description | Qty | Unit | JAYANTA KUMAR DAS L2 | SRI AMAL CHANDRA BARO L1 |
|---|---|---|---|---|---|
| 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 | 0.64 | Hect. | 55,808.98 ₹35,717.75 | 55,808.98 ₹35,717.75 |
| 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 | 1,896.77 | Cum | 271.91 ₹5.2 L | 271.91 ₹5.2 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 | 1,216 | Cum | 357.71 ₹4.3 L | 357.71 ₹4.3 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 | 922.73 | Cum | 2,881.11 ₹26.6 L | 2,881.11 ₹26.6 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 | 461.36 | Cum | 4,698.18 ₹21.7 L | 4,698.18 ₹21.7 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 | 6,151.5 | Sq.m | 1,222.72 ₹75.2 L | 1,222.72 ₹75.2 L |
| 7.00 | 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 | 4,642.03 ₹18,568.13 | 4,142.03 ₹16,568.13 |
| 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 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 | 6,129.65 ₹24,518.61 | 5,629.65 ₹22,518.61 |
| 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 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 | 1 | Each | 8,937.75 ₹8,937.75 | 7,937.75 ₹7,937.75 |
| 10.00 | Wood work including supplying, fitting and fixing complete with necessary M.S. bolts,nuts, nails screw etc. and coal tarring two (2) coats with best tar applied hot (Rate is inclusive of the cost of the tar) A. Using Sal Wood (a) Undressed in floor planks, collars, bracing, standards, wheel guard, struts and railings. | 8.72 | Cum | 42,793.59 ₹3.7 L | 42,793.59 ₹3.7 L |
Tender Value
₹1.4 Cr
EMD Value
₹2.8 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 Road from NH-31 to Phulortol village via Khatonipara village road (L 1.60KM) including Reconstruction of SPT Br. No. 1/1 under NDRF(PDNA-2022) for the year 2025-26
2025_PWD_49573_54
CE/Commn/192/PDNA/2025-26/02
Open Tender
Civil Works – Roads
90 days
Kamalpur
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,840
₹2.8 L
Yes
O/o the Chief Engineer PWRD,Assam,Guwahati-03
20 Feb 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
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
Wood work including supplying, fitting and fixing complete with necessary M.S. bolts,nuts, nails screw etc. and coal tarring two (2) coats with best tar applied hot (Rate is inclusive of the cost of the tar) A. Using Sal Wood (a) Undressed in floor planks, collars, bracing, standards, wheel guard, struts and railings.
In track way planks (alternate nailing to be done with decking in a seggragate way)
Wood work including supplying, fitting and fixing complete with necessary M.S. bolts,nuts, nails screw etc. and coal tarring two (2) coats with best tar applied hot (Rate is inclusive of the cost of the tar) A. Using Azar/Nahar/Nageswar/Zarul Wood. (a) Undressed in floor plank, collars,bracing, standard, wheel guard, struts and railings, runner belts, rail, posts etc.
Construction of SHPC 1000MM dia 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. I. Ordinary soil Upto 3 m depth
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,1202 & 1203 A. With crushed stone. (II) P.C.C grade M 10 Nominal mix 1:3:6
Bedding for pipe (ii) Type B (First Class) Laying 1st class bedding on well compacted sand, moorum brick soling layer as per clause 115(ii) Granular bedding.
Brick msonry work in cement mortar in foundation of wall complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 ii) In 1:4 cement mortar
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of grannular material in single row including fixing collar with cement mortar 1;2 but excluding excavatiuon, protection works, backfilling, concrete and masonary works, in head walls and parapets Clause 1106. B) 1000 MM Dia
Plastering with cement morter(1:6) 15mm thick on brick work in sub structure as per technical specification.
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