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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAdmitted-Fee/PreQual/Technical/Finance | ₹2.1 Cr | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹2.5 Cr+₹37.9 L (18.1%)Admitted-Fee/PreQual/Technical/Finance UPENDRAVILASAM STAIONKADVU KULATHOOR PO AE POTHENCODE PANCHAYATH | THIRUVANANTHAPURAM | KERALA | 695001 | ₹2.5 Cr+₹37.9 L (18.1%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹2.5 Cr+₹42.5 L (20.3%)Admitted-Fee/PreQual/Technical/Finance | ₹2.5 Cr+₹42.5 L (20.3%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹3.0 Cr+₹89.8 L (42.8%)Admitted-Fee/PreQual/Technical/Finance | ₹3.0 Cr+₹89.8 L (42.8%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Praveen T.T L1 | KAIKARA CONSTRUCTION COMPANY PRIVATE LIMITED L4 | Praveen L2 | A.SasiKumar L3 |
|---|---|---|---|---|---|---|---|
| 1.00FISH MARKET- CIVIL WORKS | |||||||
| 1.00 | 15.58:Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. | 22.5 | cum | 2,775.98 ₹62,459.55 Lowest | 4,200 ₹94,500 | 3,224 ₹72,540 | 3,283 ₹73,867.5 |
| 1.00 | 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 | 481.09 | cum | 341.98 ₹1,64,524.18 Lowest | 396 ₹1,90,512.83 | 397 ₹1,90,993.92 | 404 ₹1,94,361.57 |
| 1.00 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 201.02 | cum | 124.55 ₹25,037.04 Lowest | 180 ₹36,183.6 | 145 ₹29,147.9 | 147 ₹29,549.94 |
| 1.00 | 2.16.2:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth exceeding 1.5 m but not exceeding 3 m | 736 | sqm | 173.53 ₹1,27,718.08 Lowest | 240 ₹1,76,640 | 201 ₹1,47,936 | 205 ₹1,50,880 |
| 1.00 | 51.2.3:Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 10.58 | cum | 1,232.81 ₹13,043.13 | 1,800 ₹19,044 | 983 ₹10,400.14 Lowest | 1,001 ₹10,590.58 |
| 1.01 | OD258945/2025-2026:Plate load testing in accordance with IS 1888-1982 for SBC 250KN/m2 at a depth of 1.50m below the existing ground level (preparation of test pit paid separately) including cost of material, labour charges etc. complete as per specification & the direction of Engineer in-charge. | 2 | per test | 46,500 ₹93,000 | 84,000 ₹1,68,000 | 34,080 ₹68,160 Lowest | 34,711 ₹69,422 |
| 1.01 | 2.34.1:Supplying chemical emulsion in sealed containers including delivery as specified.Chlorpyriphos / Lindane emulsifiable concentrate of 20% | 8.55 | Litre | 239.5 ₹2,047.73 Lowest | 324 ₹2,770.2 | 278 ₹2,376.9 | 283 ₹2,419.65 |
| 1.01 | OD257979/2025-2026:(Based on Item No. 2.35.3.1) Diluting and injecting chemical emulsion for PRE-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion): Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. | 338.85 | sqm | 305.38 ₹1,03,478.01 | 114 ₹38,628.9 | 102 ₹34,562.7 Lowest | 104 ₹35,240.4 |
| 1.01 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 64.7 | cum | 7,541.53 ₹4,87,906.82 Lowest | 10,200 ₹6,59,899.2 | 8,758 ₹5,66,607.57 | 8,920 ₹5,77,088.32 |
Tender Value
₹2.3 Cr
EMD Value
₹1 L
Closing Date
19 Mar 2026, 5:00 pmClosed
CHIEF ENGINEER, KSCADC
KSCADC Building, Kamalewsaram , Manacaud P.O. Thiruvananthapuram Pin-695009
KIIFB-FSH003-08 -Strengthening of Fish marketing Infrastructure in Trivandrum, Pathanamthitta, Alappuzha and Thrissur districts Punnamoodu Fish Market, Trivandrum District - Civil and Electrical works
2026_SCADC_845621_1
ET-109/2025-26
Open Tender
Civil Works - Buildings
Item Rate
360 days
Punnamoodu, in Trivandrum -District
Please refer Tender documents.
7 documents required · 7 mandatory
₹8,850
₹1 L
21 Mar 2026
9 Mar 2026
21 Mar 2026
9 Mar 2026
19 Mar 2026
9 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1FISH MARKET- CIVIL WORKS | |||||
| 1.001 | 15.58:Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. | - | cum | - | - |
| 1.002 | 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 | 0.2 | cum | - | - |
| 1.003 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | - | cum | - | - |
| 1.004 | 2.16.2:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth exceeding 1.5 m but not exceeding 3 m | - | sqm | - | - |
| 1.005 | 51.2.3:Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | - | cum | - | - |
| 1.006 | OD258945/2025-2026:Plate load testing in accordance with IS 1888-1982 for SBC 250KN/m2 at a depth of 1.50m below the existing ground level (preparation of test pit paid separately) including cost of material, labour charges etc. complete as per specification & the direction of Engineer in-charge. | - | per test | - | - |
| 1.007 | 2.34.1:Supplying chemical emulsion in sealed containers including delivery as specified.Chlorpyriphos / Lindane emulsifiable concentrate of 20% | - | Litre | - | - |
| 1.008 | OD257979/2025-2026:(Based on Item No. 2.35.3.1) Diluting and injecting chemical emulsion for PRE-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion): Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. | - | sqm | - | - |
| 1.009 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 0.4 | cum | - | - |
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