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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 LAccepted-AOC | L1 | Accepted-AOC Accepted Vide Resolution No.13(1)/2026 dtd.24-09-2026 of Sreekandapuram Municipality |
| Sl No | Description | Qty | Unit | M.D. PAUL L1 |
|---|---|---|---|---|
| 1.00Footpath Concrete | ||||
| 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 | 18.36 | cum | 391.87 ₹7,194.73 Lowest |
| 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) | 27.54 | cum | 8,488.78 ₹2,33,781 Lowest |
Tender Value
₹2.5 L
EMD Value
₹6,335
Closing Date
16 Sept 2026, 6:00 pmClosed
Bindu P.S
Office of the Assistant Engineer, LIDEW Section, Sreekandapuram Municipality.
Proj. No. 214/2025-26-Concrete work of substation Marham A P mussan footpath Ch 0/00-0/102 in Ward 26 (retender)
2026_LSGD_843418_43
PW1-4013331-5-2025
Open Tender
Civil Works - Roads
Item Rate
180 days
sreekandapuram municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹560
Yes
₹6,335
Yes
16 Oct 2026
9 Sept 2026
18 Sept 2026
9 Sept 2026
16 Sept 2026
9 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Footpath Concrete | |||||
| 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 | 18.36 | cum | - | - |
| 1.002 | 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) | 27.54 | cum | - | - |
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