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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L2₹16.6 Cr+₹91.2 L (5.80%)Accepted-AOC KANNUR | KERALA | 670001 | L2 | Accepted-AOC Work awarded to the Uralungal Labour Contract Co-Operative Society with price preference | |
| 2 | L1₹15.7 CrRejected-AOC | L1 | Rejected-AOC bidder become L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical Not qualified due to the non-submission of the documents meeting the PQ criteria |
Tender Value
₹15.2 Cr
EMD Value
₹5 L
Closing Date
10 May 2025, 3:00 pmClosed
Managing Director KSITIL
Kerala State IT Infrastructure Ltd 1st Floor, Saankethika, P F lane Pattom Palace P.O, Thiruvananthapuram - 695 004
Construction of Ladies hostel building including construction of UG Sump, pump house, electrical, water supply and sanitary installation works and firefighting works
2025_KSITI_755673_2
KSITIL/HED/2024-25/11
Open Tender
Civil Works - Buildings
Item Rate
365 days
Government Engineering College
As per Notice Inviting tender
2 documents required · 2 mandatory
₹17,700
Yes
₹5 L
Yes
5 Mar 2026
17 Apr 2025
11 May 2025
17 Apr 2025
10 May 2025
22 Apr 2025
17 Apr 2025 - 21 Apr 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Ladies Hostel (G+3) | |||||
| 1.01 | 2.32 : Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | - | sqm | - | - |
| 1.02 | 50.2.26.1 : Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge. | - | cum | - | - |
| 1.03 | 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 | - | each | - | - |
| 1.04 | 2.33.2 : 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 60 cm girth up to and including 120 cm girth | - | each | - | - |
| 1.05 | 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 | 0.6 | cum | - | - |
| 1.06 | 2.9.1 : Excavation work 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 soils as directed, within a lead of 50 m.Ordinary rock | 0.4 | cum | - | - |
| 1.07 | 2.6.1 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil | 0.8 | cum | - | - |
| 1.08 | 2.7.1 : Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock | 0.2 | cum | - | - |
| 1.09 | 50.2.25.1 : Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | 0.8 | cum | - | - |
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