Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.5 LAccepted-Finance | ₹20.5 L | L1 | Accepted-Finance L1 |
| 2 | L2₹20.7 LRejected-Finance | ₹20.7 L | L2 | Rejected-Finance L2 |
| 3 | L3₹21.0 LRejected-Finance | ₹21.0 L | L3 | Rejected-Finance L3 |
| 4 | L4₹21.3 LRejected-Finance | ₹21.3 L | L4 | Rejected-Finance L4 |
| 5 | L5₹21.4 LRejected-Finance | ₹21.4 L | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | HASSAINAR P L4 | ABOOBACKER SIDDIK S U L3 | K ABDUL RAHIMAN L1 | AZARUDEEN E A L8 | MOHAMMED SIYAB T M L5 | ismail thufail L6 | L&M INFRA BUILDERS L7 | THOTTATHIL NETWORK PRIVATE LIMITED L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Road concrete | |||||||||||
| 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. | 487.5 | cum | 53.67 ₹26,164.13 | 53.28 ₹25,974 | 51.95 ₹25,325.63 | 60.44 ₹29,464.50 | 54.28 ₹26,461.50 | 55 ₹26,812.50 | 60 ₹29,250 | 52.12 ₹25,408.50 |
| 1.00 | 4.11.1: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. (i) Using naturally occuring gravel | 121.88 | cum | 1,966.89 ₹2.4 L | 1,936.4 ₹2.4 L | 1,888.08 ₹2.3 L | 2,215.03 ₹2.7 L | 1,972.52 ₹2.4 L | 1,980 ₹2.4 L | 2,200 ₹2.7 L | 1,910.13 ₹2.3 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) | 243.75 | cum | 7,544.88 ₹18.4 L | 7,427.93 ₹18.1 L | 7,242.59 ₹17.7 L | 8,496.77 ₹20.7 L | 7,566.49 ₹18.4 L | 7,630 ₹18.6 L | 8,110 ₹19.8 L | 7,327.16 ₹17.9 L |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders 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. | 41.85 | cum | 514.9 ₹21,548.57 | 507.25 ₹21,228.41 | 494.59 ₹20,698.59 | 579.86 ₹24,267.14 | 516.71 ₹21,624.31 | 512 ₹21,427.20 | 455 ₹19,041.75 | 500.04 ₹20,926.67 |
| 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 | 0.07 | cum | 283.79 ₹20.43 | 279.39 ₹20.12 | 272.42 ₹19.61 | 319.21 ₹22.98 | 284.6 ₹20.49 | 287 ₹20.66 | 425 ₹30.60 | 275.6 ₹19.84 |
| 2.00 | OD463067/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.(Modified 50.6.7.1) | 0.24 | cum | 5,119.65 ₹1,228.72 | 4,752.69 ₹1,140.65 | 4,634.1 ₹1,112.18 | 5,765.56 ₹1,383.73 | 4,841.34 ₹1,161.92 | 4,892 ₹1,174.08 | 6,800 ₹1,632 | 4,971.91 ₹1,193.26 |
| 2.00 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 1.68 | sqm | 291.71 ₹490.07 | 287.18 ₹482.46 | 280.02 ₹470.43 | 327.71 ₹550.55 | 292.54 ₹491.47 | 295 ₹495.60 | 380 ₹638.40 | 283.29 ₹475.93 |
| 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. | 0.54 | sqm | 4,193 ₹2,264.22 | 4,008.61 ₹2,164.65 | 3,908.59 ₹2,110.64 | 4,722 ₹2,549.88 | 4,083.38 ₹2,205.03 | 4,126 ₹2,228.04 | 5,500 ₹2,970 | 4,072 ₹2,198.88 |
Tender Value
₹25.4 L
EMD Value
₹50,000
Closing Date
15 May 2026, 6:00 pmClosed
EXECUTIVE ENGINEER
Office of the Executive Engineer LID AND EW DIVISION, KASARAGOD P.O. VIDYANAGAR
Road Construction
2026_LSGD_849265_1
05/2026-27
Open Tender
Civil Works - Roads
180 days
PUTHIGE
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
30 May 2026
7 May 2026
18 May 2026
7 May 2026
15 May 2026
7 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Road concrete | ||||||
| 1.001 | 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. | - | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 4.11.1: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. (i) Using naturally occuring gravel | - | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 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) | - | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 3.14:Construction of Subgrade and Earthen Shoulders 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. | - | cum | - | - | BI01010001010000000000000515BI0100001117 |
| 2Name Board | ||||||
| 2.001 | 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 | 1 | cum | - | - | BI01010001010000000000000515BI0100001119 |
| 2.002 | OD463067/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.(Modified 50.6.7.1) | - | cum | - | - | BI01010001010000000000000515BI0100001120 |
| 2.003 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 1 | sqm | - | - | BI01010001010000000000000515BI0100001121 |
| 2.004 | 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. | - | sqm | - | - | BI01010001010000000000000515BI0100001122 |
stage.html
html • 0.05 MB
tech_eval.pdf
fin_eval.pdf
finance_1435202.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
viewsbd05.pdf
Tender Documents • 1.83 MB
BOQ_1435202.xls
BOQ • 0.30 MB
Download all tender documents and submit your bid