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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 LAccepted-Finance | ₹3.3 L | L1 | Accepted-Finance L1 ACCEPETD |
| 2 | L2₹3.4 LAccepted-Finance GREEN LAND RESIDENCY MANGALPADY BANDIYOD 671324 | MANGALPADY | KASARAGOD | KERALA | 671324 | ₹3.4 L | L2 | Accepted-Finance L2 ACCEPETD |
| 3 | L3₹3.4 LRejected-Finance | ₹3.4 L | L3 | Rejected-Finance L3 REJECTED |
| 4 | L4₹4.0 LRejected-Finance | ₹4.0 L | L4 | Rejected-Finance L4 REJECTED |
| Sl No | Description | Qty | Unit | ABOOBACKER SIDDIK S U L1 | ismail thufail L4 | ABDULLA B L3 | HASSAN BASHEER L2 |
|---|---|---|---|---|---|---|---|
| 1.00Road concrete | |||||||
| 1.00 | 3.8.2:Excavation in Ordinary Rock with Dozer with lead upto 100 m Excavation for roadway in ordinary rock by deploying a dozer D-50 including cutting and pushing the cut earth to site of embankment upto a distance of 100 m (average lead 50 m), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross-sections with lift upto 1.5 m. | 48.6 | cum | 65.2 ₹3,168.72 | 80 ₹3,888 | 68.45 ₹3,326.67 | 67.86 ₹3,298 |
| 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 | 20.25 | cum | 1,808.8 ₹36,628.20 | 2,220 ₹44,955 | 1,899.45 ₹38,463.86 | 1,883.27 ₹38,136.22 |
| 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) | 40.5 | cum | 6,938.49 ₹2.8 L | 8,430 ₹3.4 L | 7,287.57 ₹3.0 L | 7,225.49 ₹2.9 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. | 2.52 | cum | 473.83 ₹1,194.05 | 585 ₹1,474.20 | 497.34 ₹1,253.30 | 493.1 ₹1,242.61 |
| 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 | 260.98 ₹18.79 | 320 ₹23.04 | 273.78 ₹19.71 | 271.45 ₹19.54 |
| 2.00 | OD345568/2025-2026: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 | 4,439.53 ₹1,065.49 | 5,450 ₹1,308 | 4,657.5 ₹1,117.80 | 4,617.83 ₹1,108.28 |
| 2.00 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 1.68 | sqm | 268.26 ₹450.68 | 330 ₹554.40 | 281.07 ₹472.20 | 278.68 ₹468.18 |
| 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 | 3,744.48 ₹2,022.02 | 4,610 ₹2,489.40 | 3,645 ₹1,968.30 | 3,613.95 ₹1,951.53 |
Tender Value
₹4.2 L
EMD Value
₹10,592
Closing Date
21 Mar 2026, 5:00 pmClosed
ae
Manjeshwaram BP
MBP Project no.225/25-26 Chevar Korathikkad S C Road In paivalike GP
2026_LSGD_845781_4
AE/LIDEW/2526/3
Open Tender
Civil Works - Roads
Manjeshwaram
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,592
Yes
12 Jun 2026
11 Mar 2026
24 Mar 2026
11 Mar 2026
21 Mar 2026
11 Mar 2026
Road concrete
3.8.2:Excavation in Ordinary Rock with Dozer with lead upto 100 m Excavation for roadway in ordinary rock by deploying a dozer D-50 including cutting and pushing the cut earth to site of embankment upto a distance of 100 m (average lead 50 m), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross-sections with lift upto 1.5 m.
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
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 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
OD345568/2025-2026: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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