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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.0 LAccepted-Finance KANNUR | KERALA | 670511 | ₹5.0 L | 1 | Accepted-Finance L1 |
| 2 | Rejected-Technical 12050319 BINDHU BENNY 1205 SUB TREASURY KOLENCHERY | ERNAKULAM | KERALA | 680667 | - | - | Rejected-Technical L2 hence rejected |
| Sl No | Description | Qty | Unit | Mathew Varghese L1 | ROY VARGHESE L2 |
|---|---|---|---|---|---|
| 1.00Interlock tiles | |||||
| 1.00 | 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 | 4 | cum | 441 ₹1,764 Lowest | 470 ₹1,880 |
| 1.00 | 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 | 2 | cum | 9,001 ₹18,002 Lowest | 9,030 ₹18,060 |
| 1.00 | 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 | 4.75 | cum | 9,887 ₹46,963.25 Lowest | 10,000 ₹47,500 |
| 1.00 | OD544626/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding
15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil(Based
on 2.28.1 as in DAR) | 257.92 | sqm | 36.75 ₹9,478.56 Lowest | 50 ₹12,896 |
| 1.00 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 10.56 | cum | 658.7 ₹6,955.87 Lowest | 700 ₹7,392 |
| 1.01 | OD544628/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | 33.39 | cum | 3,169.92 ₹1,05,856.31 Lowest | 3,300 ₹1,10,200.2 |
| 1.01 | OD544629/2025-2026:Providing and laying Interlocking cement concrete blocks 80 mm thick M40 hydraulic blocks of approved size . design and shape laid in required and pattern over 50 mm thick compacted bed of approved cushion material, compacting and proper embedding flaying of inter locking paver blocks into compacted layer through vibratory compaction by using plate vibrator, and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in light traffic parking etc complete as per manufactures Specifications & direction of Engineer in charge | 233.47 | per sqm | 1,188 ₹2,77,362.36 Lowest | 1,230 ₹2,87,168.1 |
| 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) | 3.62 | cum | 9,186.73 ₹33,246.78 Lowest | 10,000 ₹36,190 |
| 1.01 | OD545031/2025-2026:Supplying and fixing in place granite nameboard of slab area less than 0.90 sqm including
engraving and painting letters etc. complete as per direction of engineer in charge at site | 0.42 | sqm | 9,117 ₹3,829.14 Lowest | 9,300 ₹3,906 |
Tender Value
₹5.0 L
EMD Value
₹12,588
Closing Date
13 Jul 2026, 12:00 pmClosed
AE VADAVUCODE BP
OFFICE OF AEE VADAVUCODE BP
VBP S0152/25-26-Laying interlock tiles at Ainiveettil thazham road in Aikkaranad GP
2026_LSGD_858628_2
No.06/2026-27/LID-EW/VBP
Open Tender
Civil Works - Roads
Item Rate
180 days
VADAVUCODE BP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,110
Yes
₹12,588
Yes
5 Sept 2026
3 Jul 2026
14 Jul 2026
3 Jul 2026
13 Jul 2026
3 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Interlock tiles | |||||
| 1.001 | 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 | - | cum | - | - |
| 1.002 | 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 | - | cum | - | - |
| 1.003 | 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 | - | cum | - | - |
| 1.004 | OD544626/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding
15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil(Based
on 2.28.1 as in DAR) | - | sqm | - | - |
| 1.005 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | - | cum | - | - |
| 1.006 | OD544628/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | 1 | cum | - | - |
| 1.007 | OD544629/2025-2026:Providing and laying Interlocking cement concrete blocks 80 mm thick M40 hydraulic blocks of approved size . design and shape laid in required and pattern over 50 mm thick compacted bed of approved cushion material, compacting and proper embedding flaying of inter locking paver blocks into compacted layer through vibratory compaction by using plate vibrator, and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in light traffic parking etc complete as per manufactures Specifications & direction of Engineer in charge | 1 | per sqm | - | - |
| 1.008 | 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) | - | cum | - | - |
| 1.009 | OD545031/2025-2026:Supplying and fixing in place granite nameboard of slab area less than 0.90 sqm including
engraving and painting letters etc. complete as per direction of engineer in charge at site | 1 | sqm | - | - |
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