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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 LAdmitted-Fee/PreQual/Technical/Finance | ₹1.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹1.6 L+₹29,598.85 (22.2%)Admitted-Fee/PreQual/Technical/Finance CHERKALA CHENGALA KASARGOD KERALA 671541 | KASARAGOD | KERALA | 671541 | ₹1.6 L+₹29,598.85 (22.2%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹1.6 L+₹31,719.07 (23.8%)Admitted-Fee/PreQual/Technical/Finance NULL | ₹1.6 L+₹31,719.07 (23.8%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | BM ABDHULLA L2 | ahammed C H B L3 | RAJU K L1 |
|---|---|---|---|---|---|---|
| 1.00CONCRETING | ||||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | 17.5 | cum | 409.94 ₹7,176 | 415 ₹7,264.58 | 400 ₹7,002 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) | 17.5 | cum | 8,880.94 ₹1,55,460.85 | 8,997 ₹1,57,492.49 | 7,200 ₹1,26,036 Lowest |
Tender Value
₹1.6 L
EMD Value
₹4,119
Closing Date
15 Sept 2026, 1:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER LSGD -ENGINEERING SECTION KASARAGOD MUNICIPALITY
Annual Plan-KASARAGOD MUNICIPALITY .PRO.NO98/2025-26-BATTAM PAARAROAD CONCRETE IN WARD-7
2026_LSGD_867476_11
02/2026-27/AE/LSGD/KSD/KMC
Open Tender
Civil Works - Roads
Item Rate
180 days
KASARAGOD MUNICIPALITY
Please refer tender documents
9 documents required · 9 mandatory
₹555
₹4,119
18 Sept 2026
8 Sept 2026
17 Sept 2026
8 Sept 2026
15 Sept 2026
8 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CONCRETING | |||||
| 1.001 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | 17.51 | 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) | 17.51 | cum | - | - |
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