Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.2 LAccepted-AOC | ₹18.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹18.5 LRejected-Finance | ₹18.5 L | L2 | Rejected-Finance L2 |
| 3 | L3₹18.6 LRejected-Finance | ₹18.6 L | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | ABOOBACKER SIDDIK S U L3 | P.MOHAMMED HANIEF L2 | RONY D SOUZA L1 |
|---|---|---|---|---|---|---|
| 1.00Road Ch:0/100-0/298 | ||||||
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 516 | cum | 57.52 ₹29,680.32 | 57.18 ₹29,504.88 | 56.25 ₹29,025 |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 129 | cum | 2,083.67 ₹2.7 L | 2,071.28 ₹2.7 L | 2,037.38 ₹2.6 L |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 193.5 | cum | 8,018.14 ₹15.5 L | 7,970.45 ₹15.4 L | 7,839.99 ₹15.2 L |
| 2.00NAME BOARD | ||||||
| 2.00 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 0.16 | cum | 301.59 ₹47.05 | 299.8 ₹46.77 | 294.89 ₹46 |
| 2.00 | OD378834/2024-2025:Laterate masonry with neatly dressed laterate stone of size 35x20x15cm or nearest
size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 0.32 | cum | 5,130.33 ₹1,662.23 | 5,099.82 ₹1,652.34 | 5,016.34 ₹1,625.29 |
| 2.00 | 16.21:Engraving letters in hard stone | 100 | per Letter per cm height | 9.17 ₹917 | 9.12 ₹912 | 8.97 ₹897 |
| 2.00 | 16.86.1:Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-charge.With granite stone of area less than 0.50 sqm. | 0.84 | sqm | 4,327.12 ₹3,634.78 | 4,301.39 ₹3,613.17 | 4,230.99 ₹3,554.03 |
| 2.00 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 1.26 | sqm | 310 ₹390.60 | 308.16 ₹388.28 | 303.12 ₹381.93 |
Tender Value
₹20.8 L
EMD Value
₹50,000
Closing Date
30 Jan 2026, 6:00 pmClosed
EXECUTIVE ENGINEER
Office of the Executive Engineer LID AND EW DIVISION, KASARAGOD P.O. VIDYANAGAR
ROAD CONSTRUCTION
2026_LSGD_828090_1
191/25-26
Open Tender
Civil Works - Roads
270 days
PAIVALIKE
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
22 May 2026
21 Jan 2026
2 Feb 2026
21 Jan 2026
30 Jan 2026
21 Jan 2026
Road Ch:0/100-0/298
3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
NAME BOARD
2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
OD378834/2024-2025:Laterate masonry with neatly dressed laterate stone of size 35x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
16.21:Engraving letters in hard stone
16.86.1:Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-charge.With granite stone of area less than 0.50 sqm.
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
Please Enable Macros to View BoQ information
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1391562.pdf
boq_comp_chart.xlsx
xlsx
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 • 0.05 MB
viewsbd191.pdf
Tender Documents • 1.64 MB
BOQ_1391562.xls
BOQ • 0.30 MB
Download all tender documents and submit your bid
