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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.1 CrAccepted-AOC 1102 11TH FLOOR THE AFFAIR TOWER PLOT NO 9 SECTOR 17 SANPADA NAVI MUMBAI MAHARASHTRA 400705 | THANE | MAHARASHTRA | 400705 | L1 | Accepted-AOC L1 | |
| 2 | L2₹18.9 Cr+₹72.7 L (4.00%)Rejected-Finance PURUSHOTTAM NIWAS KHANDEPAR PONDA GOA 403401 | SOUTH GOA | GOA | 403401 | L2 | Rejected-Finance L2 |
Tender Value
₹18.9 Cr
EMD Value
₹37.9 L
Closing Date
22 Dec 2022, 3:00 pmClosed
UNIVERSITY ENGINEER
GOA UNIVERSITY TALEIGAO PLATEAU
CONSTRUCTION OF BUILDING FOR SCHOOL OF PHYSICAL AND APPLIED SCIENCES
2022_GU_5954_1
GU/9/2022-2023/Engg and Tech Div/226
Open Tender
Civil Works
Item Rate
535 days
GOA UNIVERSITY TALEIGAO PLATEAU GOA
PLEASE REFER TENDER DOCUMENTS.
12 documents required · 12 mandatory
₹30,000
₹37.9 L
10 Feb 2023
7 Dec 2022
23 Dec 2022
7 Dec 2022
22 Dec 2022
8 Dec 2022
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing grass and removal of rubbish upto a distance of 50 M outside the periphery of the area | 5,671.18 | SQ.M. | - | - |
| - | Earthwork 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 sq.m on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5m disposed earth to be leveled and neatly dressed including providing barricading, danger lighting guarding as directed in : | - | - | - | - |
| 2.01 | b)All types of Ordinary rock including all types of
laterite rock, blasting prohibited | 450 | CU.M | - | - |
| - | Earthwork in excavation by mechanical means ( hydraulic excavator/manual means in foundation trenches drain ( not exceeding 1.5 m in width or 10 sq.m on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m. | - | - | - | - |
| 3.01 | b. All types of ordinary rock including all types of laterite rock, blasting prohibited. | 6,686 | CU.M | - | - |
| - | Refilling the foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50M and all lifts and disposal of surplus earth as directed by Engineer in charge | 5,873 | CU.M | - | - |
| - | Supplying and filling in plinth under floors, trenches including watering ramming consolidating, dressing, complete. | - | - | - | - |
| 5.01 | b) Moorum | 1,552.06 | CU.M | - | - |
| - | Construction of embankement with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting with vibratory roller to meet requirement of Table 300-2 as per MORTH specification 305 | 997.5 | CU.M | - | - |
| - | Dry stone pitching 22.5 cms thick using laterite stone of approved quality including supplying of stone and preparing surface etc. complete. | 75 | SQ.M | - | - |
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