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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical ANUGRAHA T C 9 1775 2 PATTANIKUNNU LANE SASTHAMANGALAM TRIVANDRUM 10 | TRIVANDRUM | THIRUVANANTHAPURAM | KERALA | 695010 | Accepted-Technical Technical Bid found responsive |
| 2 | Accepted-Technical | Accepted-Technical Technical Bid found responsive |
| 3 | Accepted-Technical TC 9 969 PLRA F 12 PANICKER S LANE SASTHAMANGALAM THIRUVANANTHAPURAM KERALA | THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | KERALA | 695010 | Accepted-Technical Technical Bid found responsive |
Tender Value
₹8.4 Cr
EMD Value
₹2 L
Closing Date
29 Mar 2025, 1:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Project Director
The office of The Project Director, 1st Floor, JP Krishna Building, Pallimukku, Pettah Trivandrum - 695024
Establishing Translational Research centre for the University Campus at Vilappilsala
2025_WAPCO_742069_1
WAP/INFRA/KERALA/2025/TRUV/505
Open Tender
Civil Works - Buildings
Item Rate
360 days
Vilappilshala, Trivandrum
As per Tender Document
21 documents required · 21 mandatory
₹11,800
₹2 L
23 Oct 2026
22 Feb 2025
31 Mar 2025
22 Feb 2025
29 Mar 2025
8 Mar 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CIVIL WORKS | |||||
| 1.001 | 2.31 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 490 | sqm | - | - |
| 1.002 | 2.33.1 Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 30 cm girth up to and including 60 cm girth | 50 | sqm | - | - |
| 1.003 | 2.2.1 Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead up to 50 m and lift up to 1.5 m:All kinds of soil | 490 | cum | - | - |
| 1.004 | 2.1.1 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed: All Kinds of soil | 490 | cum | - | - |
| 1.005 | od99345/2024_2025 Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-30 of<br>specified diameter and length below pile cap including additives and admixtures, to carry a safe working load not less than specified,<br>excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and<br>temporary casing of appropriate length for setting out and removal of same and the length of the pile to<br>be embedded in the pile cap etc. by Crawler mounted, telescopic boom hydraulic pilling Rig all complete,<br>including removal of excavated earth with all its lifts and leads (length of pile for payment shall be<br>measured up to bottom of pile cap).<br>Note:Truck Mounted rotary/TMR/Tube well boring machine shall not be used.<br>600 mm dia piles | 260 | M | - | - |
| 1.006 | od99345/2024_2025 Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-30 of<br>specified diameter and length below pile cap including additives and admixtures, to carry a safe working load not less than specified,<br>excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and<br>temporary casing of appropriate length for setting out and removal of same and the length of the pile to<br>be embedded in the pile cap etc. by Crawler mounted, telescopic boom hydraulic pilling Rig all complete,<br>including removal of excavated earth with all its lifts and leads (length of pile for payment shall be<br>measured up to bottom of pile cap).<br>Note:Truck Mounted rotary/TMR/Tube well boring machine shall not be used.<br>700 mm dia piles | 312 | M | - | - |
| 1.007 | od99345/2024_2025 Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-30 of<br>specified diameter and length below pile cap including additives and admixtures, to carry a safe working load not less than specified,<br>excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and<br>temporary casing of appropriate length for setting out and removal of same and the length of the pile to<br>be embedded in the pile cap etc. by Crawler mounted, telescopic boom hydraulic pilling Rig all complete,<br>including removal of excavated earth with all its lifts and leads (length of pile for payment shall be<br>measured up to bottom of pile cap).<br>Note:Truck Mounted rotary/TMR/Tube well boring machine shall not be used.<br>800 mm dia piles | 260 | M | - | - |
| 1.008 | od99345/2024_2025 Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-30 of<br>specified diameter and length below pile cap including additives and admixtures, to carry a safe working load not less than specified,<br>excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and<br>temporary casing of appropriate length for setting out and removal of same and the length of the pile to<br>be embedded in the pile cap etc. by Crawler mounted, telescopic boom hydraulic pilling Rig all complete,<br>including removal of excavated earth with all its lifts and leads (length of pile for payment shall be<br>measured up to bottom of pile cap).<br>Note:Truck Mounted rotary/TMR/Tube well boring machine shall not be used.<br>900 mm dia piles | 338 | M | - | - |
| 1.009 | 20.6.2.2 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.Single pile above 50 tonne and upto 100 tonne capacityRoutine tes | 1 | per test | - | - |
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