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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.1 LAccepted-AOC | ₹3.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹3.3 LRejected-AOC | ₹3.3 L | L2 | Rejected-AOC L2 |
| 3 | L3₹3.8 LRejected-AOC KASARAGOD | KASARAGOD | KASARAGOD | KERALA | 671315 | ₹3.8 L | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | FAASIL K M L2 | P.MOHAMMED HANIEF L3 | MRSCO BUILDERS PVT LTD L1 |
|---|---|---|---|---|---|---|
| 1.00Road concrete | ||||||
| 1.00 | 3.8.3:Excavation in Ordinary Rock using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5 | 45 | cum | 65 ₹2,925 | 68.84 ₹3,097.8 | 57.28 ₹2,577.6 |
| 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) | 45 | cum | 6,920 ₹3,11,400 | 7,998.34 ₹3,59,925.3 | 6,658.68 ₹2,99,640.6 |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders<br> 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. | 15 | cum | 614 ₹9,210 | 546.2 ₹8,193 | 454.72 ₹6,820.8 |
| 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 | 210 ₹15.12 | 300.85 ₹21.66 | 251.63 ₹18.12 |
| 2.00 | OD343570/2025-2026: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 | 6,500 ₹1,560 | 5,117.66 ₹1,228.24 | 4,255.58 ₹1,021.34 |
| 2.00 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 1.68 | sqm | 350 ₹588 | 309.24 ₹519.52 | 257.55 ₹432.68 |
| 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 | 3,500 ₹1,890 | 4,316.44 ₹2,330.88 | 3,404.46 ₹1,838.41 |
| 2.00 | 16.21:Engraving letters in hard stone | 150 | per Letter per cm height | 9.42 ₹1,413 | 9.15 ₹1,372.5 | 7.03 ₹1,054.5 |
Tender Value
₹4.2 L
EMD Value
₹10,593
Closing Date
9 Feb 2026, 6:00 pmClosed
ASSISTANT ENGINEER
LIDEW SUBDIVISION MANJESHWARAM
MBP Project no2142526 Kundangaradka to Patel Nagar in Paivalike GP
2026_LSGD_832357_4
AE/LIDEW/2526
Open Tender
Civil Works - Roads
MANJESHWAR
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,593
Yes
25 Jun 2026
2 Feb 2026
11 Feb 2026
2 Feb 2026
9 Feb 2026
2 Feb 2026
Road concrete
3.8.3:Excavation in Ordinary Rock using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5
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)
3.14:Construction of Subgrade and Earthen Shoulders<br> 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.
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
OD343570/2025-2026: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)
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
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.
16.21:Engraving letters in hard stone
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