Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.5 LAccepted-AOC GANDHI BASTI BYELANE 2 NATUN SARANIA H NO 18 P O SILPUKHURI P S CHANDMARI DIST KAMRUP M ASSAM PIN 781003 | KAMRUP METRO | ASSAM | 781003 | ₹34.5 L | L1 | Accepted-AOC L1 bidder |
| 2 | L2₹34.6 LRejected-AOC HOJAI ASSAM | HOJAI | ASSAM | 782428 | ₹34.6 L | L2 | Rejected-AOC L2 bidder |
| 3 | L3₹34.6 LRejected-AOC VILL P O HOJAI P S DIST HOJAI PIN 782435 | HOJAI | HOJAI | ASSAM | 782435 | ₹34.6 L | L3 | Rejected-AOC L3 bidder |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | M/S GANGOTRI ENTERPRISE L1 | Sri Gopal Ghosh L3 | SUMAN DAS 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 | 0.33 | hectare | 45,000 ₹14,899.50 | 55,808.98 ₹18,478.35 | 55,808.97 ₹18,478.35 |
| 2.00 | Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 | 2,470 | Sqm | 45 ₹1.1 L | 87.7 ₹2.2 L | 87.7 ₹2.2 L |
| 3.00 | Granular Sub-base with Well Graded Material (Table 400.1)
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 | 282.75 | Cum | 3,300 ₹9.3 L | 2,652.02 ₹7.5 L | 2,652.02 ₹7.5 L |
| 4.00 | WBM Grading 3 Using stone screening Type-B 11.2 mm for Gr.III
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. | 106.03 | Cum | 4,500 ₹4.8 L | 4,441.08 ₹4.7 L | 4,441.08 ₹4.7 L |
| 5.00 | (i) 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 | 1,413.75 | Sqm | 1,200 ₹17.0 L | 1,222.72 ₹17.3 L | 1,222.72 ₹17.3 L |
| 6.00 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
I. Granular material
Along Abutment Wall of Slab Culvert | 39.6 | Cum | 1,250 ₹49,500 | 1,566.16 ₹62,019.90 | 1,566.15 ₹62,019.54 |
| 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 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 equilateral triangle | 8 | Each | 3,000 ₹24,000 | 4,142.03 ₹33,136.26 | 4,142.03 ₹33,136.24 |
| 8.00 | (iiI) 600mm circular | 4 | Each | 5,000 ₹20,000 | 5,629.65 ₹22,518.61 | 5,629.65 ₹22,518.60 |
| 9.00 | (v) 600mm x 450mm rectangular | 3 | Each | 5,000 ₹15,000 | 5,477.33 ₹16,432 | 5,477.33 ₹16,431.99 |
| 10.00 | (Vii) 900mm side octagon | 1 | Each | 10,500 ₹10,500 | 10,186.4 ₹10,186.40 | 10,186.4 ₹10,186.40 |
Tender Value
₹34.6 L
EMD Value
₹69,300
Closing Date
29 Jan 2026, 2:00 pmClosed
Executive Engineer
O/o the Executive Engineer, PWRD Hojai DTRD
HDTRD/PDNA-22/8 Recovery and Reconstruction of Rajbari To Sankha Devi Mandir Road under NDRF(PDNA-2022) in Hojai District (Hojai LAC)
2026_PWD_50189_8
EE/HDTRD/TB/95/2024-25/05
Open Tender
Civil Works
60 days
Hojai
Please refer Tender documents.
4 documents required · 4 mandatory
₹700
₹69,300
Yes
O/o the Executive Engineer,PWRD Hojai DTRD
3 Jun 2026
14 Jan 2026
29 Jan 2026
16 Jan 2026
29 Jan 2026
19 Jan 2026
16 Jan 2026 - 28 Jan 2026
17 Jan 2026
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
Granular Sub-base with Well Graded Material (Table 400.1) 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 Using stone screening Type-B 11.2 mm for Gr.III 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.
(i) 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
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I. Granular material Along Abutment Wall of Slab Culvert
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 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 equilateral triangle
(iiI) 600mm circular
(v) 600mm x 450mm rectangular
(Vii) 900mm side octagon
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) 200m Stone (Precast)
RCC Guard Post: Supplying, fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering, moulding the top, curing including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos. reflectiveband of desired shade etc. complete as per design and as directed. (b) 15 cm dia. RCC guard post with reinforcement of 4nos. 12mm dia TMT main steel bars and 6mm TMT/ MS stirrups at 15cm c/c.
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
Please Enable Macros to View BoQ information
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 1.31 MB
Tendernotice_2.pdf
PDF • 6.99 MB
Tendernotice_3.pdf
PDF • 0.55 MB
BOQ_80069.xls
BOQ • 1.30 MB
Download all tender documents and submit your bid