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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹74.8 CrAdmitted-Finance | ₹74.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹80.5 Cr+₹5.7 Cr (7.64%)Admitted-Finance NO 30 PERIYAR NAGAR ERODE 638001 | ERODE | TAMIL NADU | 638001 | ₹80.5 Cr+₹5.7 Cr (7.64%) | L2 | Admitted-Finance |
| 3 | L3₹82.8 Cr+₹8.0 Cr (10.7%)Admitted-Finance KANNUR | KERALA | 670001 | ₹82.8 Cr+₹8.0 Cr (10.7%) | L3 | Admitted-Finance |
| 4 | L4₹85.7 Cr+₹10.9 Cr (14.6%)Admitted-Finance 175 2 SOUTH STATE BANK NAGAR CHETTIPALAYAM ERODE 638 002 | ERODE | ERODE | TAMIL NADU | 638002 | ₹85.7 Cr+₹10.9 Cr (14.6%) | L4 | Admitted-Finance |
| 5 | L5₹93.9 Cr+₹19.1 Cr (25.6%)Admitted-Finance NOT SPECIFIED | ₹93.9 Cr+₹19.1 Cr (25.6%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | RAMALINGAM CONSTRUCTION COMPANY PVT LTD L4 | SoorajkumarKV L1 | MARYMATHA INFRASTRUCTURE PVT LTD L5 | THE URALUNGAL LABOUR CONTRACT CO-OPERATIVE SOCIETY L3 | M/s. Sea Rock Infrastructure L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00Construction of Sea Wall | ||||||||
| 1.00 | OD41763/2025-2026:A.S. E - works- Thiruvananthapuram - Supplying and laying Filter layer 20cm thick at site of work using upto 20 kg blasted granite stones per approved design including supply of stones , loading from quarry , conveying to site in tipper , weighing on departmental Weigh Bridge for measurement , unloading , dumping at site to lines and levels , rehandling stones for forming the section with the help of tippers and suitable crane and packing of stones if necessary including hire and operational charges of all tools and plants and all sundry expenses , providing and maintaining the runway for movement of vehicles, crane using spalls gravel or sand etc. complete as per the direction of departmental officers at site. | 4,630.08 | tonne | 1,250 ₹57,87,600 | 928 ₹42,96,714.24 Lowest | 1,619 ₹74,96,099.52 | 1,533 ₹70,97,912.64 | 1,000 ₹46,30,080 |
| 1.00 | OD41762/2025-2026:Dismantling stones in the sea wall and packing in position at site to lines and levels to form the core layer over the filter already laid by rehandling stones for forming the section with the help
of tippers/cranes /any floating arrangementand packing stones if necessary including
hire and operational charges of all tools and plants , wages of divers and all sundry
expenses , providing and maintaining the runway for the movement of vehicles crane
using spalls gravel or sand etc complete as per the direction of departmental officers
at site. | 14,500 | cum | 700 ₹1,01,50,000 | 356 ₹51,62,000 Lowest | 550 ₹79,75,000 | 1,027 ₹1,48,91,500 | 380 ₹55,10,000 |
| 1.00 | OD41760/2025-2026:A.S. E - works- Thiruvananthapuram - Supplying and laying Core layer using 20 kg to 100kg blasted granite stones as of specific gravity not less than 2.65 as per the approved design , including supply of stones , loading from quarry conveying to site in tipper , weighing on departmental weigh bridge for measurement , unloading and dumping and packing in position at site to lines and levels to form the core layer over the filter already laid by rehandling stones for forming the section with the help of tippers/cranes /any floating arrangementand packing stones if necessary including hire and operational charges of all tools and plants , wages of divers and all sundry expenses , providing and maintaining the runway for the movement of vehicles crane using spalls gravel or sand etc complete as per the direction of departmental officers at site. | 19,318.5 | tonne | 1,250 ₹2,41,48,125 | 967 ₹1,86,80,989.5 Lowest | 1,619 ₹3,12,76,651.5 | 1,591 ₹3,07,35,733.5 | 1,050 ₹2,02,84,425 |
| 1.00 | OD41761/2025-2026:A.S. E - works- Thiruvananthapuram - Supplying and laying Core layer using50 kg to 100kg blasted granite stones as of specific gravity not less than 2.65 as per the approved design , including supply of stones , loading from quarry conveying to site in tipper , weighing on departmental weigh bridge for measurement , unloading and dumping and packing in position at site to lines and levels to form the core layer over the filter already laid by rehandling stones for forming the section with the help of tippers/cranes /any floating arrangementand packing stones if necessary including hire and operational charges of all tools and plants , wages of divers and all sundry expenses , providing and maintaining the runway for the movement of vehicles crane using spalls gravel or sand etc complete as per the direction of departmental officers at site. | 7,202.7 | tonne | 1,250 ₹90,03,375 | 967 ₹69,65,010.9 Lowest | 1,619 ₹1,16,61,171.3 | 1,591 ₹1,14,59,495.7 | 1,050 ₹75,62,835 |
| 1.00 | OD41765/2025-2026:A.S. E - Groynes works- Thiruvananthapuram - Supplying and laying Secondary layer using 100 kg to 200kg blasted granite stones as of specific gravity not less than 2.65 as per the approved design , including supply of stones , loading from quarry conveying to site in tipper , weighing on departmental weigh bridge for measurement , unloading and dumping and packing in position at site to lines and levels to form the core layer over the filter already laid by rehandling stones for forming the section with the help of tippers/cranes /any floating arrangementand packing stones if necessary including hire and operational charges of all tools and plants , wages of divers and all sundry expenses , providing and maintaining the runway for the movement of vehicles crane using spalls gravel or sand etc complete as per the direction of departmental officers at site. | 30,170.25 | tonne | 1,300 ₹3,92,21,325 | 967 ₹2,91,74,631.75 Lowest | 1,619 ₹4,88,45,634.75 | 1,591 ₹4,80,00,867.75 | 1,050 ₹3,16,78,762.5 |
| 1.01 | 60.61.1:A.S.E - Groynes works- Thiruvananthapuram-Supplying and Laying toe mound layer using 500 kg to 1000kg blasted granite stones of specific gravity not less than 2.65 as per approved design , including supply of stones, loading from quarry to tipper by crane and conveying to site, weighing on departmental weigh bridge for measurement , unloading and dumping and packing in position at site to lines and levels to form the armoury layer over the csecondary layer already laid, with heavier stones on top layer, by re-handling stones, packing for forming the section with the help of crane, floating arrangement if necessary, including hire and operational charges of all tools and plants , wages of divers and all sundry expenses , providing and maintaining the top surface of runway for the movement of vehicles, crane using spalls gravel or sand etc complete as per the direction of departmental officers at site | 18,030.6 | tonne | 1,300 ₹2,34,39,780 | 1,028 ₹1,85,35,456.8 Lowest | 1,662 ₹2,99,66,857.2 | 1,632 ₹2,94,25,939.2 | 1,100 ₹1,98,33,660 |
| 1.01 | OD42623/2025-2026:Moulding and supplying 0.8 cum(2T) hexagonal tetrapod with graded
aggregate of max. nominal size 20mm using 380kg cement/cum of concrete designed
for M30 grade concrete (specific gravity of fine aggregate and coarse aggregate should not be less than 2.73 and 2.5 respectively) and the cement shall be 43 grade or
higher) minimum density of concrete 2.5 g/cc including hire and operational charges
of tools and plants, mould, curing, rehandling and stacking charges etc., complete as
per the instruction of departmental officers at site. | 15,187.5 | each | 8,833 ₹13,41,51,187.5 | 8,500 ₹12,90,93,750 | 10,065 ₹15,28,62,187.5 | 7,100 ₹10,78,31,250 Lowest | 9,100 ₹13,82,06,250 |
| 1.01 | OD47982/2025-2026:Conveying 0.8cum (2T) hexagonal tetrapod from stacking yard and placing in position in two layers according to specification and forming the armour layer of breakwater to lines and levels over the secondary armour layer including hire and operational charges of tools and plants etc., complete as per the direction of the departmental officers at site | 15,187.5 | each | 1,573 ₹2,38,89,937.5 | 803 ₹1,21,95,562.5 | 875 ₹1,32,89,062.5 | 600 ₹91,12,500 Lowest | 860 ₹1,30,61,250 |
| 2.00Construction of Walkway | ||||||||
Tender Value
₹78.9 Cr
EMD Value
₹5 L
Closing Date
16 Mar 2026, 11:15 amClosed
Chief Engineer, KIIDC
KWA CAMPUS, VELLAYAMBALAM THIRUVANTHAPURAM- PIN 695033
The Pozhiyoor-Kollemcode coastal stretch,located along the Kerala,Tamil Nadu border inThiruvananthapuram district
2026_KIIDC_837853_1
IRR/KIIDC/TR/465/2026_5_1_1/1
Open Tender
Civil Works - Others
Item Rate
540 days
Thiruvanathapuram
Please refer tender documents
4 documents required · 4 mandatory
₹19,518
₹5 L
KIIDC Office Trivandrum
3 Jun 2026
19 Feb 2026
18 Mar 2026
19 Feb 2026
16 Mar 2026
19 Feb 2026
27 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of Sea Wall | |||||
| 1.001 | OD41763/2025-2026:A.S. E - works- Thiruvananthapuram - Supplying and laying Filter layer 20cm thick at site of work using upto 20 kg blasted granite stones per approved design including supply of stones , loading from quarry , conveying to site in tipper , weighing on departmental Weigh Bridge for measurement , unloading , dumping at site to lines and levels , rehandling stones for forming the section with the help of tippers and suitable crane and packing of stones if necessary including hire and operational charges of all tools and plants and all sundry expenses , providing and maintaining the runway for movement of vehicles, crane using spalls gravel or sand etc. complete as per the direction of departmental officers at site. | 4,630.08 | tonne | - | - |
| 1.002 | OD41762/2025-2026:Dismantling stones in the sea wall and packing in position at site to lines and levels to form the core layer over the filter already laid by rehandling stones for forming the section with the help
of tippers/cranes /any floating arrangementand packing stones if necessary including
hire and operational charges of all tools and plants , wages of divers and all sundry
expenses , providing and maintaining the runway for the movement of vehicles crane
using spalls gravel or sand etc complete as per the direction of departmental officers
at site. | 14,500 | cum | - | - |
| 1.003 | OD41760/2025-2026:A.S. E - works- Thiruvananthapuram - Supplying and laying Core layer using 20 kg to 100kg blasted granite stones as of specific gravity not less than 2.65 as per the approved design , including supply of stones , loading from quarry conveying to site in tipper , weighing on departmental weigh bridge for measurement , unloading and dumping and packing in position at site to lines and levels to form the core layer over the filter already laid by rehandling stones for forming the section with the help of tippers/cranes /any floating arrangementand packing stones if necessary including hire and operational charges of all tools and plants , wages of divers and all sundry expenses , providing and maintaining the runway for the movement of vehicles crane using spalls gravel or sand etc complete as per the direction of departmental officers at site. | 19,318.5 | tonne | - | - |
| 1.004 | OD41761/2025-2026:A.S. E - works- Thiruvananthapuram - Supplying and laying Core layer using50 kg to 100kg blasted granite stones as of specific gravity not less than 2.65 as per the approved design , including supply of stones , loading from quarry conveying to site in tipper , weighing on departmental weigh bridge for measurement , unloading and dumping and packing in position at site to lines and levels to form the core layer over the filter already laid by rehandling stones for forming the section with the help of tippers/cranes /any floating arrangementand packing stones if necessary including hire and operational charges of all tools and plants , wages of divers and all sundry expenses , providing and maintaining the runway for the movement of vehicles crane using spalls gravel or sand etc complete as per the direction of departmental officers at site. | 7,202.7 | tonne | - | - |
| 1.005 | OD41765/2025-2026:A.S. E - Groynes works- Thiruvananthapuram - Supplying and laying Secondary layer using 100 kg to 200kg blasted granite stones as of specific gravity not less than 2.65 as per the approved design , including supply of stones , loading from quarry conveying to site in tipper , weighing on departmental weigh bridge for measurement , unloading and dumping and packing in position at site to lines and levels to form the core layer over the filter already laid by rehandling stones for forming the section with the help of tippers/cranes /any floating arrangementand packing stones if necessary including hire and operational charges of all tools and plants , wages of divers and all sundry expenses , providing and maintaining the runway for the movement of vehicles crane using spalls gravel or sand etc complete as per the direction of departmental officers at site. | 30,170.25 | tonne | - | - |
| 1.006 | 60.61.1:A.S.E - Groynes works- Thiruvananthapuram-Supplying and Laying toe mound layer using 500 kg to 1000kg blasted granite stones of specific gravity not less than 2.65 as per approved design , including supply of stones, loading from quarry to tipper by crane and conveying to site, weighing on departmental weigh bridge for measurement , unloading and dumping and packing in position at site to lines and levels to form the armoury layer over the csecondary layer already laid, with heavier stones on top layer, by re-handling stones, packing for forming the section with the help of crane, floating arrangement if necessary, including hire and operational charges of all tools and plants , wages of divers and all sundry expenses , providing and maintaining the top surface of runway for the movement of vehicles, crane using spalls gravel or sand etc complete as per the direction of departmental officers at site | 18,030.6 | tonne | - | - |
| 1.007 | OD42623/2025-2026:Moulding and supplying 0.8 cum(2T) hexagonal tetrapod with graded
aggregate of max. nominal size 20mm using 380kg cement/cum of concrete designed
for M30 grade concrete (specific gravity of fine aggregate and coarse aggregate should not be less than 2.73 and 2.5 respectively) and the cement shall be 43 grade or
higher) minimum density of concrete 2.5 g/cc including hire and operational charges
of tools and plants, mould, curing, rehandling and stacking charges etc., complete as
per the instruction of departmental officers at site. | 15,187.5 | each | - | - |
| 1.008 | OD47982/2025-2026:Conveying 0.8cum (2T) hexagonal tetrapod from stacking yard and placing in position in two layers according to specification and forming the armour layer of breakwater to lines and levels over the secondary armour layer including hire and operational charges of tools and plants etc., complete as per the direction of the departmental officers at site | 15,187.5 | each | - | - |
| 2Construction of Walkway | |||||
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