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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.4 LAccepted-AOC | ₹7.4 L | L1 | Accepted-AOC LOW AMOUNT QUOTED |
| 2 | L2₹7.5 L+₹10,228.10 (1.39%)Rejected-AOC | ₹7.5 L+₹10,228.10 (1.39%) | L2 | Rejected-AOC L2 |
| 3 | L3₹7.9 L+₹50,119.23 (6.80%)Rejected-AOC | ₹7.9 L+₹50,119.23 (6.80%) | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | E.K.HAMZA L2 | PRAMOD C C L3 | kakkodi labour contract co.operative society Ltd. No.D3352 L1 |
|---|---|---|---|---|---|---|
| 1.00Appendix A Road work | ||||||
| 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. | 20.8 | cum | 536.2 ₹11,152.96 | 564 ₹11,731.2 | 528.81 ₹10,999.25 Lowest |
| 1.00 | OD479411/2025-2026:Filling with Quarry muck filling up low low laying and water logged areas with local materials / quarry muck spreading in layers , levelling the top at site and consolidation by ramming , etc. comp0lete for improving the CBR value of subgrade. | 10.4 | cum | 842.5 ₹8,762 | 893 ₹9,287.2 | 837.69 ₹8,711.98 Lowest |
| 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) | 14.4 | cum | 7,838 ₹1,12,867.2 | 8,256 ₹1,18,886.4 | 7,730.34 ₹1,11,316.9 Lowest |
| 2.00Appendix B side protection | ||||||
| 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 | 20.48 | cum | 294.8 ₹6,038.68 | 310 ₹6,350.04 | 290.76 ₹5,955.93 Lowest |
| 2.00 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 0.29 | cum | 6,501.5 ₹1,872.43 | 6,845 ₹1,971.36 | 6,412.13 ₹1,846.69 Lowest |
| 2.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 6.4 | sqm | 316.5 ₹2,025.6 | 316 ₹2,022.4 | 312.13 ₹1,997.63 Lowest |
| 2.00 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 4.8 | sqm | 826.6 ₹3,967.68 | 816 ₹3,916.8 | 815.21 ₹3,913.01 Lowest |
| 2.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 12 | sqm | 625.2 ₹7,502.4 | 613 ₹7,356 Lowest | 616.63 ₹7,399.56 |
Tender Value
₹8.4 L
EMD Value
₹20,946
Closing Date
14 Mar 2026, 12:00 pmClosed
AE
O/o AE, KUNNAMANGALAM GP 673571
GROUND WORK
2026_LSGD_844935_3
AE/LIDEW/KGM/2025-26
Open Tender
Civil Works - Others
Item Rate
270 days
KUNNAMANGALAM
8 documents required · 8 mandatory
₹1,850
Yes
₹20,946
Yes
11 Aug 2026
7 Mar 2026
16 Mar 2026
7 Mar 2026
14 Mar 2026
7 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix A Road work | |||||
| 1.001 | 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. | - | cum | - | - |
| 1.002 | OD479411/2025-2026:Filling with Quarry muck filling up low low laying and water logged areas with local materials / quarry muck spreading in layers , levelling the top at site and consolidation by ramming , etc. comp0lete for improving the CBR value of subgrade. | - | 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 | - | - |
| 2Appendix B side protection | |||||
| 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 | - | cum | - | - |
| 2.002 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | - | cum | - | - |
| 2.003 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
| 2.004 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 1 | sqm | - | - |
| 2.005 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | - | sqm | - | - |
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