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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAdmitted-Fee/PreQual/Technical/Finance 2003 SUB TREASURY NILESWAR | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹1.5 Cr+₹1.3 L (0.89%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹1.5 Cr+₹2.5 L (1.69%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹1.5 Cr+₹5.2 L (3.54%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹1.6 Cr+₹12.5 L (8.47%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | PRABHAKARAN GOVINDAN L3 | Rajendran L5 | BABU K L1 | S. RAJENDRAN L4 | VENUGOPALAN NAIR L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00Drain | ||||||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 1,931.1 | cum | 60.42 ₹1,16,677.06 | 64.44 ₹1,24,440.08 | 59.41 ₹1,14,726.65 Lowest | 200 ₹3,86,220 | 67.13 ₹1,29,634.74 |
| 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 | 188.4 | cum | 8,281.34 ₹15,60,204.46 | 8,833.43 ₹16,64,218.21 | 8,143.32 ₹15,34,201.49 Lowest | 8,281.34 ₹15,60,204.46 | 8,197 ₹15,44,314.8 |
| 1.00 | 11.4.5:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203V. R.C.C. grade M 25 | 808.55 | cum | 9,537.78 ₹77,11,772.02 | 10,173.62 ₹82,25,880.45 | 9,378.81 ₹75,83,236.83 Lowest | 9,537.77 ₹77,11,763.93 | 9,467 ₹76,54,542.85 |
| 1.00 | 11.7:Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 60.64 | tonne | 92,402.33 ₹56,03,369.69 | 98,562.48 ₹59,76,927.35 | 90,862.29 ₹55,09,980.13 Lowest | 92,402.32 ₹56,03,369.09 | 91,376 ₹55,41,132.02 |
| 1.00 | OD5185/2026-2027:Bailing out water Using existing 5HP Pump- Bailing out water with existing 5HP engine and pump set including conveyance to site and erection, cost of fuel, lubrication oil and other stores, pay of staff etc complete | 80 | hour | 331.18 ₹26,494.4 | 353.26 ₹28,260.8 | 325.66 ₹26,052.8 Lowest | 367.98 ₹29,438.4 | 367.98 ₹29,438.4 |
Tender Value
₹1.7 Cr
EMD Value
₹50,000
Closing Date
22 Sept 2026, 6:00 pmClosed
Superintending Engineer
Superintending Engineer, HarbourEngineering South Circle, Kamaleswaram, Manacaud (PO), Thiruvananthapuram-9
GENERAL-Budget 2025-26-Karinkulam Adimalathura Drain work. -General Civil Work
2026_HED_869237_1
HED/CEHED/TR/749/2024_5_1_1/RC 1/1
Open Tender
Civil Works - Others
Item Rate
Adimalathura
Please refer Tender documents.
11 documents required · 11 mandatory
₹6,508
Yes
₹50,000
Yes
24 Sept 2026
11 Sept 2026
24 Sept 2026
11 Sept 2026
22 Sept 2026
11 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Drain | |||||
| 1.001 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 1,931.1 | 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 | 188.4 | cum | - | - |
| 1.003 | 11.4.5:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203V. R.C.C. grade M 25 | 808.55 | cum | - | - |
| 1.004 | 11.7:Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 60.64 | tonne | - | - |
| 1.005 | OD5185/2026-2027:Bailing out water Using existing 5HP Pump- Bailing out water with existing 5HP engine and pump set including conveyance to site and erection, cost of fuel, lubrication oil and other stores, pay of staff etc complete | 80 | hour | - | - |
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