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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAdmitted-Fee/PreQual/Technical/Finance KASARAGOD | KASARAGOD | KASARAGOD | KERALA | 671315 | ₹3.9 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹4.1 L+₹14,686.99 (3.76%)Admitted-Fee/PreQual/Technical/Finance KERALA KL | ₹4.1 L+₹14,686.99 (3.76%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹4.1 L+₹16,238.72 (4.15%)Admitted-Fee/PreQual/Technical/Finance | ₹4.1 L+₹16,238.72 (4.15%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹4.4 L+₹50,878.49 (13.0%)Admitted-Fee/PreQual/Technical/Finance | ₹4.4 L+₹50,878.49 (13.0%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | HASSAINAR P L3 | HYDERALI M L1 | AHAMAD MASHOOD K L2 | NASEER B L4 |
|---|---|---|---|---|---|---|---|
| 1.00Road concrete | |||||||
| 1.00 | 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 50.85 | cum | 78.66 ₹3,999.86 | 11.13 ₹565.96 Lowest | 11.51 ₹585.28 | 62 ₹3,152.7 |
| 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 | 25.43 | cum | 2,576.2 ₹65,499.89 | 1,722.73 ₹43,800.41 Lowest | 1,787.43 ₹45,445.41 | 2,000 ₹50,850 |
| 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) | 50.85 | cum | 6,436 ₹3,27,270.6 Lowest | 6,608.3 ₹3,36,032.06 | 6,856.61 ₹3,48,658.62 | 7,400 ₹3,76,290 |
| 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. | 13.56 | cum | 221.2 ₹2,999.47 Lowest | 451.28 ₹6,119.36 | 468.23 ₹6,349.2 | 453 ₹6,142.68 |
| 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 | 2,777.7 ₹199.99 | 245.56 ₹17.68 Lowest | 257.59 ₹18.55 | 291 ₹20.95 |
| 2.00 | OD529045/2025-2026: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 | 11,666.6 ₹2,799.98 | 4,228.26 ₹1,014.78 Lowest | 4,382.08 ₹1,051.7 | 5,287 ₹1,268.88 |
| 2.00 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 1.68 | sqm | 297.6 ₹499.97 | 255.5 ₹429.24 Lowest | 264.45 ₹444.28 | 308 ₹517.44 |
| 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 | 5,556 ₹3,000.24 | 3,566.28 ₹1,925.79 Lowest | 3,715.24 ₹2,006.23 | 4,303 ₹2,323.62 |
Tender Value
₹5.3 L
EMD Value
₹13,310
Closing Date
11 Aug 2026, 5:00 pmClosed
Assistant Engineer
Manjeswaram Block Panchayath
KUVATHUMOOLA SC COLONY ROAD
2026_LSGD_863283_2
AE/LIDEW/2627/1
Open Tender
Civil Works - Roads
Item Rate
ENMAKAJE
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,175
Yes
₹13,310
Yes
17 Aug 2026
31 Jul 2026
13 Aug 2026
31 Jul 2026
11 Aug 2026
3 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road concrete | |||||
| 1.001 | 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | - | cum | - | - |
| 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 | - | - |
| 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 | - | - |
| 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 | - | - |
| 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 | - | - |
| 2.002 | OD529045/2025-2026: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 | - | - |
| 2.003 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 1 | sqm | - | - |
| 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 | - | - |
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