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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹50.0 LAccepted-AOC | ₹50.0 L Quoted ₹42.4 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical Technical L2 |
| Sl No | Description | Qty | Unit | SOJANFRANCIS L1 | Devasia Sebastian L2 |
|---|---|---|---|---|---|
| 1.00Road to GIFT hatchery from main road along the side of DP 4 pond-DAR | |||||
| 1.00 | OD211285/2025-2026:Filling with Quarry Muck Filling up low lying and water logged areas with quarry muck, spreading in layers, leveling the top at site and consolidation by smooth wheeled roller, etc complete for improving the CBR value of subgrade.
Details of cost for 300 cum ( as per common approved OD by CTE InspTech-1/273/2021-FIN) | 360 | cum | 1,157.26 ₹4,16,613.6 Lowest | 1,200 ₹4,32,000 |
| 2.00Road to GIFT hatchery from main road along the side of DP 4 pond-Mord -Continued | |||||
| 2.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 157.5 | cum | 2,729.99 ₹4,29,973.42 Lowest | 2,800 ₹4,41,000 |
| 2.00 | 11.4.1.2: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 (ii) Nominal mix 1:3.6 (Hand mixing) | 67.5 | cum | 10,303.74 ₹6,95,502.45 Lowest | 10,400 ₹7,02,000 |
| 2.00 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 90 | cum | 10,456.42 ₹9,41,077.8 Lowest | 10,500 ₹9,45,000 |
| 2.00 | 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 54 | cum | 714.72 ₹38,594.88 Lowest | 750 ₹40,500 |
| 3.00Compound wall around aquatic animal health lab and toilet near carp hatchery | |||||
| 3.00 | 60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. | 22.27 | cum | 832.51 ₹18,544.16 Lowest | 850 ₹18,933.75 |
| 3.00 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 56.64 | cum | 395.33 ₹22,391.49 Lowest | 400 ₹22,656 |
Tender Value
₹38.6 L
EMD Value
₹50,000
Closing Date
20 May 2026, 5:00 pmClosed
CHIEF ENGINEER, KSCADC
KSCADC Building, Kamalewsaram , Manacaud P.O. Thiruvananthapuram Pin-695009
Fisheries- Pannivelichira Fisheries complex -Infrastructure development of GIFT Hatchery and Aquatic animal health lab-Road to GIFT hatchery, Compound wall around aquatic animal health lab, Interlock paving -General Civil Work(Re-Tender)
2026_SCADC_849296_2
ET-06/2026-27
Open Tender
Civil Works - Buildings
Item Rate
240 days
Pannivelichira in Pathanamthitta district
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,950
₹50,000
22 Jul 2026
13 May 2026
22 May 2026
13 May 2026
20 May 2026
13 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road to GIFT hatchery from main road along the side of DP 4 pond-DAR | |||||
| 1.001 | OD211285/2025-2026:Filling with Quarry Muck Filling up low lying and water logged areas with quarry muck, spreading in layers, leveling the top at site and consolidation by smooth wheeled roller, etc complete for improving the CBR value of subgrade.
Details of cost for 300 cum ( as per common approved OD by CTE InspTech-1/273/2021-FIN) | - | cum | - | - |
| 2Road to GIFT hatchery from main road along the side of DP 4 pond-Mord -Continued | |||||
| 2.001 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | - | cum | - | - |
| 2.002 | 11.4.1.2: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 (ii) Nominal mix 1:3.6 (Hand mixing) | - | cum | - | - |
| 2.003 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | - | cum | - | - |
| 2.004 | 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | - | cum | - | - |
| 3Compound wall around aquatic animal health lab and toilet near carp hatchery | |||||
| 3.001 | 60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. | 1 | cum | - | - |
| 3.002 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | - | cum | - | - |
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