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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹59.2 CrAccepted-AOC LEE GARDENS PMC VI 195 B M C ROAD PERUMBAVOOR 683542 | PERUMBAVOOR | ERNAKULAM | KERALA | 683542 | L1 | Accepted-AOC L1 Bidder | |
| 2 | L2₹60.6 Cr+₹1.3 Cr (2.28%)Rejected-AOC A2 373 CHITTOOR ROAD PACHALAM ERNAKULAM KERALA 682 012 | ERNAKULAM | ERNAKULAM | KERALA | 682012 | L2 | Rejected-AOC L2 Bidder | |
| 3 | L3₹66.1 Cr+₹6.9 Cr (11.6%)Rejected-Finance 6 TELEPHONE NAGAR MOOLAPALAYAM ERODE 638 002 | ERODE | ERODE | TAMIL NADU | 638002 | L3 | Rejected-Finance L3 Bidder | |
| 4 | L4₹67.3 Cr+₹8.0 Cr (13.5%)Rejected-Finance ANUGRAHA T C 9 1775 2 PATTANIKUNNU LANE SASTHAMANGALAM TRIVANDRUM 10 | TRIVANDRUM | THIRUVANANTHAPURAM | KERALA | 695010 | L4 | Rejected-Finance L4 Bidder | |
| 5 | L5₹67.5 Cr+₹8.3 Cr (13.9%)Rejected-Finance KANNUR | KERALA | 670001 | L5 | Rejected-Finance L5 Bidder |
| Sl No | Description | Qty | Unit | M/s.T.O.Ittoop & Associates L2 | HEATHER CONSTRUCTIONS L4 | S S Natarajan and Co L3 | LEE BUILDERS PRIVATE LIMITED L1 | THE URALUNGAL LABOUR CONTRACT CO-OPERATIVE SOCIETY L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00CIVIL WORKS Pile Foundation | ||||||||
| 1.01 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-30 (Cement quantity-400kg/m3) 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). Note:Truck mounted/Rotary/TMR/Tubewell boring machine shall not be used.(Minimum cement content is 400kg/cum and no payment shall be made for extra cement.)700mm dia piles | 837.9 | metre | 7,650 ₹64,09,935 | 7,980 ₹66,86,442 | 12,500 ₹1,04,73,750 | 7,500 ₹62,84,250 Lowest | 10,811 ₹90,58,536.9 |
| 1.02 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-30 (Cement quantity -400kg/m3) 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).Note:Truck mounted/Rotary/TMR/Tubewell boring machine shall not be used. 800 mm dia piles.(Minimum cement content is 400kg/cum and no payment shall be made for extra cement).800 mm dia piles | 1,583.6 | metre | 9,200 ₹1,45,69,120 Lowest | 9,800 ₹1,55,19,280 | 14,500 ₹2,29,62,200 | 9,500 ₹1,50,44,200 | 12,225 ₹1,93,59,510 |
| 1.03 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-30 (Cement quantity -400kg/m3) of specified diameter and length below 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). Note:Truck mounted/Rotary/TMR/Tubewell boring machine shall not be used.(Minimum cement content is 400kg/cum and no payment shall be made for extra cement.)900 mm dia piles | 759.9 | metre | 11,200 ₹85,10,880 | 11,750 ₹89,28,825 | 16,600 ₹1,26,14,340 | 9,000 ₹68,39,100 Lowest | 14,504 ₹1,10,21,589.6 |
| 1.04 | Vertical load testing of piles in accordance with IS 2911( Part IV) including installation of loading platform 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.Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing.Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge(loading material shall be concrete blocks). Single pile 140 to 160 tonne capacity. Initial test(For 700mm dia) | 1 | per test | 7,85,000 ₹7,85,000 | 7,50,000 ₹7,50,000 | 6,76,100 ₹6,76,100 | 2,50,000 ₹2,50,000 Lowest | 11,04,625 ₹11,04,625 |
| 1.05 | 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 incharge. Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing.Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge(loading material shall be concrete blocks).Single pile above 180 upto 200 tonne safe capacity (Test Load 2.5 times the Safe capacity)Initial test.For 800mm dia pile. | 1 | per test | 9,75,000 ₹9,75,000 | 9,40,000 ₹9,40,000 | 8,45,200 ₹8,45,200 | 2,50,000 ₹2,50,000 Lowest | 14,37,375 ₹14,37,375 |
| 1.06 | 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 incharge. Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing.Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-incharge( loading material shall be concrete blocks).Single pile above 230 upto 250 tonne safe capacity (Test Load 2.5 times the Safe capacity)Initial test.For 900mm dia pile. | 1 | per test | 12,25,000 ₹12,25,000 | 1,17,500 ₹1,17,500 Lowest | 5,28,200 ₹5,28,200 | 2,50,000 ₹2,50,000 | 18,23,063 ₹18,23,063 |
| 1.07 | Vertical load testing of piles in accordance with IS 2911( Part IV) including installation of loading platform 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.Note: 1. Initial and Routine Load .Test shall not be carried out by Dynamic method of testing.Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge(loading material shall be concrete blocks). Single pile 140-160 tonne capacity. Routine test(For 700mm dia) | 1 | per test | 4,70,000 ₹4,70,000 | 4,50,000 ₹4,50,000 | 4,05,700 ₹4,05,700 | 2,50,000 ₹2,50,000 Lowest | 6,62,975 ₹6,62,975 |
| 1.08 | 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 incharge. Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing.Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-incharge( loading material shall be concrete blocks).Single pile above 180 upto 200 tonne safe capacity (Test Load 1.5 times the Safe capacity)Routine test.For 800mm dia pile. | 2 | per test | 5,85,000 ₹11,70,000 | 5,62,500 ₹11,25,000 | 5,07,100 ₹10,14,200 | 2,50,000 ₹5,00,000 Lowest | 8,62,127 ₹17,24,254 |
| 1.09 | 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 incharge. Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing.Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-incharge( loading material shall be concrete blocks).Single pile above 230 upto 250 tonne safe capacity (Test Load 1.5 times the Safe capacity)Routine test.For 900mm dia pile. | 1 | per test | 7,35,000 ₹7,35,000 | 7,03,150 ₹7,03,150 | 6,33,900 ₹6,33,900 | 2,50,000 ₹2,50,000 Lowest | 10,94,038 ₹10,94,038 |
Tender Value
₹62.0 Cr
EMD Value
₹5 L
Closing Date
21 Mar 2026, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Managing Director, INKEL Limited
1st Floor, Ajiyal Complex, Post Office Road, Kakkanad, Cochin - 682030
Civil and MEP works
2026_INKEL_841690_1
NIT/INKEL/KIIFB/2025-26/173 Dated 27/02/2026
Open Tender
Civil Works - Buildings
Item Rate
540 days
Government Medical College Thiruvananthapuram
As per Tender Document
21 documents required · 21 mandatory
₹17,700
₹5 L
Yes
INKEL Limited
7 Oct 2026
27 Feb 2026
23 Mar 2026
28 Feb 2026
21 Mar 2026
13 Mar 2026
6 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CIVIL WORKS Pile Foundation | |||||
| 1.01 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-30 (Cement quantity-400kg/m3) 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). Note:Truck mounted/Rotary/TMR/Tubewell boring machine shall not be used.(Minimum cement content is 400kg/cum and no payment shall be made for extra cement.)700mm dia piles | 1 | metre | - | - |
| 1.02 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-30 (Cement quantity -400kg/m3) 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).Note:Truck mounted/Rotary/TMR/Tubewell boring machine shall not be used. 800 mm dia piles.(Minimum cement content is 400kg/cum and no payment shall be made for extra cement).800 mm dia piles | 1 | metre | - | - |
| 1.03 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-30 (Cement quantity -400kg/m3) of specified diameter and length below 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). Note:Truck mounted/Rotary/TMR/Tubewell boring machine shall not be used.(Minimum cement content is 400kg/cum and no payment shall be made for extra cement.)900 mm dia piles | 1 | metre | - | - |
| 1.04 | Vertical load testing of piles in accordance with IS 2911( Part IV) including installation of loading platform 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.Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing.Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge(loading material shall be concrete blocks). Single pile 140 to 160 tonne capacity. Initial test(For 700mm dia) | - | per test | - | - |
| 1.05 | 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 incharge. Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing.Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge(loading material shall be concrete blocks).Single pile above 180 upto 200 tonne safe capacity (Test Load 2.5 times the Safe capacity)Initial test.For 800mm dia pile. | - | per test | - | - |
| 1.06 | 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 incharge. Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing.Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-incharge( loading material shall be concrete blocks).Single pile above 230 upto 250 tonne safe capacity (Test Load 2.5 times the Safe capacity)Initial test.For 900mm dia pile. | - | per test | - | - |
| 1.07 | Vertical load testing of piles in accordance with IS 2911( Part IV) including installation of loading platform 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.Note: 1. Initial and Routine Load .Test shall not be carried out by Dynamic method of testing.Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge(loading material shall be concrete blocks). Single pile 140-160 tonne capacity. Routine test(For 700mm dia) | - | per test | - | - |
| 1.08 | 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 incharge. Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing.Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-incharge( loading material shall be concrete blocks).Single pile above 180 upto 200 tonne safe capacity (Test Load 1.5 times the Safe capacity)Routine test.For 800mm dia pile. | - | per test | - | - |
| 1.09 | 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 incharge. Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing.Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-incharge( loading material shall be concrete blocks).Single pile above 230 upto 250 tonne safe capacity (Test Load 1.5 times the Safe capacity)Routine test.For 900mm dia pile. | - | per test | - | - |
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