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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAccepted-AOC | ₹3.4 L | L1 | Accepted-AOC AGREEMENT |
| 2 | L2₹3.4 LRejected-Finance | ₹3.4 L | L2 | Rejected-Finance AGREEMENT |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | JOSEPH TITUS L1 | vishnuduth L3 | SABU M D L2 |
|---|---|---|---|---|---|---|
| 1.00Interlock tile laying | ||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 127.8 | sqm | 15.12 ₹1,932.34 | 15.12 ₹1,932.34 | 16.01 ₹2,046.08 |
| 1.00 | OD507811/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at
OMC, and compacting with plate vibrator to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 10.37 | cum | 2,995 ₹31,067.14 | 3,995 ₹41,440.14 | 2,975 ₹30,859.68 |
| 1.00 | OD507810/2025-2026:Providing and laying of Interlocking concrete block pavements using 80mm M40
hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted
bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineer-in
-charge. | 118.1 | sqm | 1,122 ₹1,32,508.2 | 1,122 ₹1,32,508.2 | 1,114 ₹1,31,563.4 |
| 1.00 | OD322600/2025-2026:Taking out existing CC interlocking paver blocks from footpath/ central verge,including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in | 10.5 | sqm | 133.17 ₹1,398.29 | 233.17 ₹2,448.29 | 140.93 ₹1,479.77 |
| 1.00 | OD507861/2025-2026::Providing and Laying of Interlocking Concrete Block Pavements using 60/80 mm
DEPARTMENT PAVERBLOCKS, laid in required pattern over and including a compacted bed of 6mm stone
aggregate of 50mm average thickness, etc. all complete as per the direction of Engineer-in-charge | 9.8 | sqm | 305.23 ₹2,991.25 | 305.23 ₹2,991.25 | 323.06 ₹3,165.99 |
| 1.01 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 1.56 | cum | 8,681 ₹13,542.36 | 9,681 ₹15,102.36 | 8,634 ₹13,469.04 |
| 2.00Construction of drain | ||||||
| 2.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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 | 13.23 | cum | 416 ₹5,503.68 | 416 ₹5,503.68 | 423 ₹5,596.29 |
| 2.00 | 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 1.89 | cum | 8,505 ₹16,074.45 | 8,505 ₹16,074.45 | 8,550 ₹16,159.5 |
Tender Value
₹3.6 L
EMD Value
₹8,943
Closing Date
17 Mar 2026, 3:00 pmClosed
ASSISTANT ENGINEER
O/o Assistant Engineer, LID and EWSection, Elamkunnapuzha G P, Malipuram P O
Refer tender document
2026_LSGD_845002_1
176/AE/LSGD/EGP/25-26
Open Tender
Civil Works - Roads
180 days
MALIPURAM
Refer tender document
7 documents required · 7 mandatory
₹790
Yes
₹8,943
Yes
23 Jun 2026
7 Mar 2026
19 Mar 2026
7 Mar 2026
17 Mar 2026
7 Mar 2026
7 Mar 2026 - 17 Mar 2026
Interlock tile laying
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
OD507811/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with plate vibrator to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
OD507810/2025-2026:Providing and laying of Interlocking concrete block pavements using 80mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineer-in -charge.
OD322600/2025-2026:Taking out existing CC interlocking paver blocks from footpath/ central verge,including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in
OD507861/2025-2026::Providing and Laying of Interlocking Concrete Block Pavements using 60/80 mm DEPARTMENT PAVERBLOCKS, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineer-in-charge
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
Construction of drain
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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 I. P.C.C grade M 10 (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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD507909/2025-2026:Engaging mancoolies
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