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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹13.1 LAccepted-AOC | 1 | Accepted-AOC agmnt executed | |
| 2 | Rejected-Technical | - | Rejected-Technical L5 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical KOLLAM | PATHANAMTHITTA | KERALA | 689694 | - | Rejected-Technical L4 | |
| 5 | Rejected-Technical N A | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | POURNAMI CONSTRUCTIONS L4 | santhosh.S L1 | JAIN RAJ B L3 | THOMAS JOHN L2 | JACOB P THOMAS L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00ROAD WORK | ||||||||
| 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. | 69 | sqm | 15 ₹1,035 Lowest | 16.01 ₹1,104.69 | 15.13 ₹1,043.97 | 16.01 ₹1,104.69 | 16.01 ₹1,104.69 |
| 1.00 | OD447355/2024-2025:(OD from DAR 2.28.1 )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 | 186.2 | sqm | 35 ₹6,517 | 36.75 ₹6,842.85 | 34.73 ₹6,466.73 Lowest | 36.75 ₹6,842.85 | 36.75 ₹6,842.85 |
| 1.00 | 4.1.A.1: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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 85.48 | cum | 3,000 ₹2,56,440 | 2,850 ₹2,43,618 | 3,154.3 ₹2,69,629.56 | 1,700 ₹1,45,316 Lowest | 3,337.88 ₹2,85,321.98 |
| 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) | 128.22 | cum | 9,200 ₹11,79,624 | 8,223 ₹10,54,353.06 Lowest | 9,037.74 ₹11,58,819.02 | 9,563.75 ₹12,26,264.03 | 9,563.75 ₹12,26,264.03 |
| 1.00 | OD447354/2024-2025:S/F Name board of size 75*60 cm installed in the appropriate place visible to the public made
of brick wall with granite plaque should be inserted and engraving letters etc. complete as per
the direction of depatmantal officers at site | 1 | each | 5,000 ₹5,000 Lowest | 5,687 ₹5,687 | 5,379.09 ₹5,379.09 | 5,692.45 ₹5,692.45 | 5,692.45 ₹5,692.45 |
Tender Value
₹15.3 L
EMD Value
₹38,200
Closing Date
10 Mar 2026, 5:00 pmClosed
Executive Engineer
OFFICE OF THE EXECUTIVE ENGINEER, LID EW DIVISION KOLLAM JILLA PANCHAYATH, KOLLAM
LAC ADS SL1- To make Punnathadam Kattakasseri road trafficable (II Reach) Ward 13 in Kundara GP
2026_LSGD_841440_33
14/DEE/LIDEW/KLM/25-26
Open Tender
Civil Works - Roads
Item Rate
120 days
Kollam
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹38,200
Yes
7 Jul 2026
28 Feb 2026
12 Mar 2026
28 Feb 2026
10 Mar 2026
28 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD WORK | |||||
| 1.001 | 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. | - | sqm | - | - |
| 1.002 | OD447355/2024-2025:(OD from DAR 2.28.1 )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 | 1 | sqm | - | - |
| 1.003 | 4.1.A.1: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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | - | cum | - | - |
| 1.004 | 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) | 1 | cum | - | - |
| 1.005 | OD447354/2024-2025:S/F Name board of size 75*60 cm installed in the appropriate place visible to the public made
of brick wall with granite plaque should be inserted and engraving letters etc. complete as per
the direction of depatmantal officers at site | - | each | - | - |
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