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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.1 LAccepted-AOC | L1 | Accepted-AOC LOWEST | |
| 2 | L2₹3.4 L+₹38,573.86 (12.6%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | M.H. ABDUL KHADER L1 | ABDUL LATHIEF M A L2 |
|---|---|---|---|---|---|
| 1.00Road Concrete and Side Protection Work | |||||
| 1.00 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> 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. | 27.52 | cum | 50 ₹1,376.25 Lowest | 52.35 ₹1,440.93 |
| 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. <br>(ii) Using Gravel mix soil. | 8.26 | cum | 1,683.36 ₹13,901.19 Lowest | 1,896.63 ₹15,662.37 |
| 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) | 16.52 | cum | 6,477.84 ₹1,06,981.53 Lowest | 7,298.37 ₹1,20,532.58 |
| 1.00 | 2.7.E:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br>(E) Dismantling Stone Pitching / Dry Stone Spalls | 4.38 | cum | 223.2 ₹976.5 Lowest | 330.7 ₹1,446.81 |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 12.78 | cum | 324 ₹4,140.72 Lowest | 336.92 ₹4,305.84 |
| 1.01 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 2.13 | cum | 6,096.96 ₹12,986.52 Lowest | 6,869.27 ₹14,631.55 |
| 1.01 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 26.27 | cum | 5,958 ₹1,56,516.66 Lowest | 6,713.14 ₹1,76,354.19 |
| 1.01 | OD423976/2025-2026:Laterite masonry with neatly dressed laterite stone of size 35x20x20 cm or nearest size in cement mortar 1:6 mix for foundation and basement including all cost of materials,labor charges etc (Modified 50.6.7.1) | 1.56 | cum | 4,144.32 ₹6,465.14 Lowest | 4,850.98 ₹7,567.53 |
| 1.01 | 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. | 3.55 | cum | 505 ₹1,792.75 | 498.4 ₹1,769.32 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,593
Closing Date
21 Feb 2026, 6:00 pmClosed
Asst. Engineer
LID EW Section Uduma G.P
P.NO-146/26 Concreting Of Kundil Tharavad Udayamangalam Road Remaining portion and Side wall Construction
2026_LSGD_836014_1
07/AE/LID and EW/UP/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Uduma G.P
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,593
Yes
8 Jun 2026
13 Feb 2026
23 Feb 2026
13 Feb 2026
21 Feb 2026
13 Feb 2026
Road Concrete and Side Protection Work
3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> 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. <br>(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)
2.7.E:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br>(E) Dismantling Stone Pitching / Dry Stone Spalls
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
OD423976/2025-2026:Laterite masonry with neatly dressed laterite stone of size 35x20x20 cm or nearest size in cement mortar 1:6 mix for foundation and basement including all cost of materials,labor charges etc (Modified 50.6.7.1)
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.
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