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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.7 LAdmitted-Fee/PreQual/Technical/Finance 02020079 RADHAKRISHNAN K 0202 SUB TREASURY NEYYATTINKARA | ₹8.7 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹8.9 L+₹14,993.40 (1.72%)Admitted-Fee/PreQual/Technical/Finance | ₹8.9 L+₹14,993.40 (1.72%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹9.1 L+₹43,802.95 (5.03%)Admitted-Fee/PreQual/Technical/Finance | ₹9.1 L+₹43,802.95 (5.03%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹9.2 L+₹47,353.29 (5.44%)Admitted-Fee/PreQual/Technical/Finance PALLITHARA VEEDU VALICODE OSM | KERALA | ₹9.2 L+₹47,353.29 (5.44%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | H.CHANDRAN L4 | BAIJU V S L3 | AJAYAKUMAR S L1 | AJITHKUMAR M L2 |
|---|---|---|---|---|---|---|---|
| 1.00INTERLOCKING | |||||||
| 1.00 | OD122782/2026-2027: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 on prepared surface, mixing by mix in place method at OMC, and compacting with
smooth wheel roller to achieve the desired density, complete as per Technical Specification
Clause 401. (i) For Grading I Material (Derived from MORD 4.1.A.1, Tractor Mount Grader
and Tractor with Rotevator excluded) | 57.59 | cum | 4,510 ₹2,59,730.9 | 4,500 ₹2,59,155 | 4,000 ₹2,30,360 | 3,110.15 ₹1,79,113.54 Lowest |
| 1.00 | OD132088/2026-2027:Providing and laying of Interlocking Concrete block pavements using 80mm M40 Hydraulic
blocks approved size , design and 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 | 575.9 | sqm | 1,055 ₹6,07,574.5 | 1,050 ₹6,04,695 | 1,023.94 ₹5,89,687.05 Lowest | 1,144.1 ₹6,58,887.19 |
| 1.00 | 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) | 5.06 | cum | 9,390 ₹47,494.62 | 9,391 ₹47,499.68 | 9,391 ₹47,499.68 | 8,921.34 ₹45,124.14 Lowest |
| 1.00 | OD132734/2026-2027:Supplying and fixing information board 75 x 60 cm using GI pipes as post and MS sheet surrounded by MS angles including painting,lettering and fixing in position as per direction of e-i-c.(MoRD) | 1 | each | 3,100 ₹3,100 | 3,000 ₹3,000 | 3,000 ₹3,000 | 2,415.26 ₹2,415.26 Lowest |
Tender Value
₹9.3 L
EMD Value
₹23,304
Closing Date
18 Sept 2026, 6:00 pmClosed
ASSISTANT ENGINEER
OFFICE OF THE ASSISTANT ENGINEER, LIDEW SECTION, ARYANCODE GRAMA PANCHAYAT OTTASEKHARAMANGALAM(PO), TRIVANDRUM PIN 695125
Annual Plan-ARYANCODE GP 2026-2027 PROJ NO 22 RENOVATION OF MARUTHAMKODU MADATHUVILA KSHETHRA NADA ROAD IN WARD 1- 22/27-General Civil Work
2026_LSGD_867284_6
01/2026/AE/LIDEW/ARGP/PHASE1
Open Tender
Civil Works - Roads
Item Rate
180 days
ARYANCODE GP
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,055
Yes
₹23,304
Yes
19 Sept 2026
7 Sept 2026
19 Sept 2026
7 Sept 2026
18 Sept 2026
7 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1INTERLOCKING | |||||
| 1.001 | OD122782/2026-2027: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 on prepared surface, mixing by mix in place method at OMC, and compacting with
smooth wheel roller to achieve the desired density, complete as per Technical Specification
Clause 401. (i) For Grading I Material (Derived from MORD 4.1.A.1, Tractor Mount Grader
and Tractor with Rotevator excluded) | 57.59 | cum | - | - |
| 1.002 | OD132088/2026-2027:Providing and laying of Interlocking Concrete block pavements using 80mm M40 Hydraulic
blocks approved size , design and 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 | 575.9 | sqm | - | - |
| 1.003 | 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) | 5.06 | cum | - | - |
| 1.004 | OD132734/2026-2027:Supplying and fixing information board 75 x 60 cm using GI pipes as post and MS sheet surrounded by MS angles including painting,lettering and fixing in position as per direction of e-i-c.(MoRD) | 1 | each | - | - |
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