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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.0 CrAccepted-Finance 17 1624A MUMDAMVELI KOCHI 682 507 | ERNAKULAM | KERALA | 682507 | ₹37.0 Cr | L1 | Accepted-Finance Financial Evaluation |
| 2 | L2₹38.3 Cr+₹1.3 Cr (3.60%)Rejected-Finance ERODE 638 002 | ₹38.3 Cr+₹1.3 Cr (3.60%) | L2 | Rejected-Finance Financial Evaluation |
| 3 | L3₹38.6 Cr+₹1.6 Cr (4.38%)Rejected-Finance | ₹38.6 Cr+₹1.6 Cr (4.38%) | L3 | Rejected-Finance Financial Evaluation |
| 4 | L4₹38.9 Cr+₹1.9 Cr (5.10%)Rejected-Finance | ₹38.9 Cr+₹1.9 Cr (5.10%) | L4 | Rejected-Finance Financial Evaluation |
| 5 | L5₹40.3 Cr+₹3.3 Cr (8.93%)Rejected-Finance | ₹40.3 Cr+₹3.3 Cr (8.93%) | L5 | Rejected-Finance Financial Evaluation |
| Sl No | Description | Qty | Unit | A2Z ENGINEERS AND PILE FOUNDATIONS L1 | K.K BUILDERS L5 | S S Natarajan and Co L2 | HEATHER CONSTRUCTIONS L4 | Crescent Contractors Pvt. Ltd. L7 | S R CONSTRUCTION L3 | V P INDIA PROJECTS L6 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Appendix A : Civil Works | ||||||||||
| 1.00 | 15.2.1
Demolishing cement concrete manually / by mechanical means including disposal of
material within 50 metres lead as per direction of Engineer - in-Charge.Nominal
concrete 1:3:6 or richer mix (i/c equivalent design mix) | 1,981 | cum | 2,400 ₹47,54,400 | 2,100 ₹41,60,100 | 1,500 ₹29,71,500 | 528 ₹10,45,968 Lowest | 2,250 ₹44,57,250 | 2,434 ₹48,21,754 | 2,508 ₹49,68,348 |
| 1.00 | 15.3
Demolishing R.C.C. work manually / by mechanical means including stacking of
steel bars and disposal of unserviceable material with in 50 metres lead as per
direction of Engineer -in-Charge. | 258.12 | cum | 3,200 ₹8,25,984 | 3,200 ₹8,25,984 | 2,760 ₹7,12,411.2 | 1,319 ₹3,40,460.28 Lowest | 3,500 ₹9,03,420 | 3,550 ₹9,16,326 | 3,710 ₹9,57,625.2 |
| 1.00 | 15.60
Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste
materials by mechanical means, including loading, transporting, unloading to
approved municipal dumping ground or as approved by Engineer-in-charge, beyond
50 m initial lead, for all leads including all lifts involved | 2,239.12 | cum | 260 ₹5,82,171.2 | 225 ₹5,03,802 | 170 ₹3,80,650.4 Lowest | 1,003 ₹22,45,837.36 | 400 ₹8,95,648 | 265 ₹5,93,366.8 | 280 ₹6,26,953.6 |
| 1.00 | OD91336/2025-2026
Boring, providing and installation bored cast-in-situ reinforced cement concrete piles
of grade M-30 of specified diameter and length below the pile cap, to carry a safe
working load not less than specified, excluding the cost of steel reinforcement but
including the cost of boring with bentonite solution and temporary casing of
appropriate length for setting out and removal of same and the length of the pile to be
embedded in the pile cap etc. by percussion drilling using Direct mud circulation
(DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all
complete, including removal of excavated earth with all its lifts and leads (length of
pile for payment shall be measured up to bottom of pile cap).500 mm dia piles | 613.7 | m | 3,000 ₹18,41,100 Lowest | 4,830 ₹29,64,171 | 4,300 ₹26,38,910 | 4,484 ₹27,51,830.8 | 5,059 ₹31,04,708.3 | 5,000 ₹30,68,500 | 3,060 ₹18,77,922 |
| 1.00 | OD91330/2025-2026
Boring, providing and installation bored cast-in-situ reinforced cement concrete piles
of grade M-30 of specified diameter and length below the pile cap, to carry a safe
working load not less than specified, excluding the cost of steel reinforcement but
including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be
embedded in the pile cap etc. by percussion drilling using Direct mud circulation
(DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all
complete, including removal of excavated earth with all its lifts and leads (length of
pile for payment shall be measured up to bottom of pile cap).600 mm dia piles | 129.2 | m | 4,100 ₹5,29,720 | 5,873 ₹7,58,791.6 | 5,300 ₹6,84,760 | 5,064 ₹6,54,268.8 | 5,983 ₹7,73,003.6 | 5,200 ₹6,71,840 | 3,753 ₹4,84,887.6 Lowest |
| 1.01 | OD26934/2025-2026
Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of
grade M-30 of specified diameter and length below the pile cap to carry a safe
working load not less than specified, excluding the cost of steel reinforcement but
including the cost of boring, with bentonite solution and temporary casing of
appropriate length for setting out and removal of same and the length of the pile to be
embedded in the pile cap etc. all complete, including removal of excavated earth with
all lifts and leads (Length of pile for payment shall be measured upto bottom of pile
cap).700 mm dia piles | 2,616.3 | m | 5,200 ₹1,36,04,760 | 8,016 ₹2,09,72,260.8 | 6,730 ₹1,76,07,699 | 5,856 ₹1,53,21,052.8 | 6,850 ₹1,79,21,655 | 6,000 ₹1,56,97,800 | 4,787 ₹1,25,24,228.1 Lowest |
| 1.01 | OD26956/2025-2026
Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of
grade M-30 of specified diameter and length below the pile cap to carry a safe
working load not less than specified, excluding the cost of steel reinforcement but
including the cost of boring, with bentonite solution and temporary casing of
appropriate length for setting out and removal of same and the length of the pile to be
embedded in the pile cap etc. all complete, including removal of excavated earth with
all lifts and leads (Length of pile for payment shall be measured upto bottom of pile
cap).800 mm dia piles | 1,162.8 | m | 6,550 ₹76,16,340 | 9,627 ₹1,11,94,275.6 | 8,090 ₹94,07,052 | 6,805 ₹79,12,854 | 8,050 ₹93,60,540 | 6,100 ₹70,93,080 | 6,041 ₹70,24,474.8 Lowest |
| 1.01 | OD26974/2025-2026
Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of
grade M-30 of specified diameter and length below the pile cap to carry a safe
working load not less than specified, excluding the cost of steel reinforcement but
including the cost of boring, with bentonite solution and temporary casing of
appropriate length for setting out and removal of same and the length of the pile to be
embedded in the pile cap etc. all complete, including removal of excavated earth with
all lifts and leads (Length of pile for payment shall be measured upto bottom of pile
cap).900 mm dia piles | 968.7 | m | 8,000 ₹77,49,600 | 11,963 ₹1,15,88,558.1 | 9,800 ₹94,93,260 | 7,702 ₹74,60,927.4 | 9,250 ₹89,60,475 | 7,000 ₹67,80,900 Lowest | 7,382 ₹71,50,943.4 |
| 1.01 | 20.6.2.1
Vertical load testing of piles in accordance with IS 2911 (Part IV) including
installation of loading platform by Kentledge/Anchor piles method and preparation of
pile head or construction of test cap and dismantling of test cap after test etc.
complete as per specification & the direction of Engineer in-charge.
Single pile above 50 tonne and upto 100 tonne capacityInitial test (Test Load 2.5
times the Safe capacity) | 1 | per test | 63,000 ₹63,000 Lowest | 70,000 ₹70,000 | 7,32,900 ₹7,32,900 | 2,37,375 ₹2,37,375 | 5,50,000 ₹5,50,000 | 1,70,000 ₹1,70,000 | 66,267 ₹66,267 |
Tender Value
₹39.4 Cr
EMD Value
₹5 L
Closing Date
5 Aug 2025, 5:00 pmClosed
MANAGING DIRECTOR KSCADC
KSCADC Building, Kamalewsaram , Manacaud P.O. Thiruvananthapuram Pin-695009
PMMSY - Construction of State of art wholesale fish market -Kozhikode Kerala (PQ)
2025_SCADC_776590_1
ET-35/2025-26
Open Tender
Civil Works - Buildings
Item Rate
720 days
Kozhikode
Please refer Tender documents.
6 documents required · 6 mandatory
₹17,700
₹5 L
OFFICE OF THE MANAGING DIRECTOR, KSCADC
19 Mar 2026
14 Jul 2025
7 Aug 2025
14 Jul 2025
5 Aug 2025
14 Jul 2025
22 Jul 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix A : Civil Works | |||||
| 1.001 | 15.2.1
Demolishing cement concrete manually / by mechanical means including disposal of
material within 50 metres lead as per direction of Engineer - in-Charge.Nominal
concrete 1:3:6 or richer mix (i/c equivalent design mix) | - | cum | - | - |
| 1.002 | 15.3
Demolishing R.C.C. work manually / by mechanical means including stacking of
steel bars and disposal of unserviceable material with in 50 metres lead as per
direction of Engineer -in-Charge. | - | cum | - | - |
| 1.003 | 15.60
Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste
materials by mechanical means, including loading, transporting, unloading to
approved municipal dumping ground or as approved by Engineer-in-charge, beyond
50 m initial lead, for all leads including all lifts involved | 1 | cum | - | - |
| 1.004 | OD91336/2025-2026
Boring, providing and installation bored cast-in-situ reinforced cement concrete piles
of grade M-30 of specified diameter and length below the pile cap, to carry a safe
working load not less than specified, excluding the cost of steel reinforcement but
including the cost of boring with bentonite solution and temporary casing of
appropriate length for setting out and removal of same and the length of the pile to be
embedded in the pile cap etc. by percussion drilling using Direct mud circulation
(DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all
complete, including removal of excavated earth with all its lifts and leads (length of
pile for payment shall be measured up to bottom of pile cap).500 mm dia piles | - | m | - | - |
| 1.005 | OD91330/2025-2026
Boring, providing and installation bored cast-in-situ reinforced cement concrete piles
of grade M-30 of specified diameter and length below the pile cap, to carry a safe
working load not less than specified, excluding the cost of steel reinforcement but
including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be
embedded in the pile cap etc. by percussion drilling using Direct mud circulation
(DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all
complete, including removal of excavated earth with all its lifts and leads (length of
pile for payment shall be measured up to bottom of pile cap).600 mm dia piles | 1 | m | - | - |
| 1.006 | OD26934/2025-2026
Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of
grade M-30 of specified diameter and length below the pile cap to carry a safe
working load not less than specified, excluding the cost of steel reinforcement but
including the cost of boring, with bentonite solution and temporary casing of
appropriate length for setting out and removal of same and the length of the pile to be
embedded in the pile cap etc. all complete, including removal of excavated earth with
all lifts and leads (Length of pile for payment shall be measured upto bottom of pile
cap).700 mm dia piles | - | m | - | - |
| 1.007 | OD26956/2025-2026
Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of
grade M-30 of specified diameter and length below the pile cap to carry a safe
working load not less than specified, excluding the cost of steel reinforcement but
including the cost of boring, with bentonite solution and temporary casing of
appropriate length for setting out and removal of same and the length of the pile to be
embedded in the pile cap etc. all complete, including removal of excavated earth with
all lifts and leads (Length of pile for payment shall be measured upto bottom of pile
cap).800 mm dia piles | 1 | m | - | - |
| 1.008 | OD26974/2025-2026
Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of
grade M-30 of specified diameter and length below the pile cap to carry a safe
working load not less than specified, excluding the cost of steel reinforcement but
including the cost of boring, with bentonite solution and temporary casing of
appropriate length for setting out and removal of same and the length of the pile to be
embedded in the pile cap etc. all complete, including removal of excavated earth with
all lifts and leads (Length of pile for payment shall be measured upto bottom of pile
cap).900 mm dia piles | - | m | - | - |
| 1.009 | 20.6.2.1
Vertical load testing of piles in accordance with IS 2911 (Part IV) including
installation of loading platform by Kentledge/Anchor piles method and preparation of
pile head or construction of test cap and dismantling of test cap after test etc.
complete as per specification & the direction of Engineer in-charge.
Single pile above 50 tonne and upto 100 tonne capacityInitial test (Test Load 2.5
times the Safe capacity) | - | per test | - | - |
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