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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.2 LAccepted-AOC KASARAGOD | KASARAGOD | KASARAGOD | KERALA | ₹5.2 L | 1 | Accepted-AOC L1 |
| 2 | 2₹5.3 LRejected-Finance | ₹5.3 L | 2 | Rejected-Finance L2 |
| 3 | 3₹5.7 LRejected-Finance | ₹5.7 L | 3 | Rejected-Finance L3 |
| 4 | 4₹6.3 LRejected-Finance | ₹6.3 L | 4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | HRM Enterprises L1 | HIZAA CONSTRUCTIONS PRIVATE LIMTTED L3 | ADUKATH VEETIL SREEDHARAN L4 | SAYID ABDUL RAHIMAN L2 |
|---|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETING | |||||||
| 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. | 104.25 | cum | 49.09 ₹5,117.63 | 46.55 ₹4,852.84 | 64 ₹6,672 | 50.19 ₹5,232.31 |
| 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. | 41.7 | cum | 1,779.45 ₹74,203.07 | 1,978.69 ₹82,511.37 | 2,000 ₹83,400 | 1,819.2 ₹75,860.64 |
| 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) | 62.55 | cum | 6,847.62 ₹4.3 L | 7,614.17 ₹4.8 L | 8,500 ₹5.3 L | 7,000.57 ₹4.4 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. | 8.34 | cum | 467.62 ₹3,899.95 | 803.99 ₹6,705.28 | 450 ₹3,753 | 477.75 ₹3,984.44 |
| 2.00NAME BOARD | |||||||
| 2.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 0.05 | cum | 258.77 ₹12.42 | 253.89 ₹12.19 | 30 ₹1.44 | 264.55 ₹12.70 |
| 2.00 | OD250857/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 0.12 | cum | 4,376.33 ₹525.16 | 4,736.39 ₹568.37 | 5,500 ₹660 | 4,474.08 ₹536.89 |
| 2.00 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 0.6 | sqm | 264.1 ₹158.46 | 294.39 ₹176.63 | 340 ₹204 | 270 ₹162 |
| 2.00 | 16.21:Engraving letters in hard stone | 300 | per Letter per cm height | 7.76 ₹2,328 | 8.46 ₹2,538 | 5 ₹1,500 | 7.94 ₹2,382 |
Tender Value
₹6.8 L
EMD Value
₹16,946
Closing Date
25 Oct 2025, 6:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer LSGD Sub Division Kanhangad Block Panchayath
Annual Plan-KBP 2025-26, Proj No-208/26- Padamkottu Vattakandam Road Concrete -Proj No-208/26, in Pullur Periya Grama Panchayath
2025_LSGD_812009_1
AEE/KBP/TN/01/03/2025-26
Open Tender
Civil Works - Roads
180 days
Padamkottu
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,495
Yes
₹16,946
Yes
25 Apr 2026
18 Oct 2025
27 Oct 2025
18 Oct 2025
25 Oct 2025
18 Oct 2025
Amount
ROAD CONCRETING
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)
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
2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil
OD250857/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
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.
SAYID ABDUL RAHIMAN (BID ID -2409747)
HIZAA CONSTRUCTIONS PRIVATE LIMTTED (BID ID -2410150)
ADUKATH VEETIL SREEDHARAN (BID ID -2409966)
Bidder Name
SAYID ABDUL RAHIMAN
ADUKATH VEETIL SREEDHARAN
HRM Enterprises
HIZAA CONSTRUCTIONS PRIVATE LIMTTED
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