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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹43.9 CrAdmitted-Finance | -23.00% | ₹43.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹46.7 Cr+₹2.8 Cr (6.36%)Admitted-Finance SF NO 454 RAGHUPATHYNAICKENPALAYAM RAILWAY COLONY POONDURAI MAIN ROAD ERODE | ERODE | ERODE | TAMIL NADU | -18.10% | ₹46.7 Cr+₹2.8 Cr (6.36%) | L2 | Admitted-Finance |
| 3 | L3₹49.8 Cr+₹5.9 Cr (13.4%)Admitted-Finance | -12.66% | ₹49.8 Cr+₹5.9 Cr (13.4%) | L3 | Admitted-Finance |
| 4 | L4₹50.2 Cr+₹6.3 Cr (14.3%)Admitted-Finance NO 14 1ST AVENUE ASHOK NAGAR CHENNAI 83 MOB 9941102299 | -12.00% | ₹50.2 Cr+₹6.3 Cr (14.3%) | L4 | Admitted-Finance |
| 5 | L5₹51.3 Cr+₹7.4 Cr (16.9%)Admitted-Finance 1 2 AND 3 FLOORS OF SRI DHEERA S NORTHEAST BUILDING PLOT NO 101 STREET NO 2 RAVINDRA CO OPERATIVE HOUSING SOCIETY LTD GUTTALA BEGUMPET VILLAGE SERILINGAMPALLY MANDAL NEAR JUBILEE RIDGE HOTEL MADHAPUR HYDERABAD 500081 | -9.99% | ₹51.3 Cr+₹7.4 Cr (16.9%) | L5 | Admitted-Finance |
Tender Value
₹57.0 Cr
EMD Value
₹1.1 Cr
Closing Date
13 Aug 2024, 3:00 pmClosed
The Chief Engineer
Chennai Port Authority No.1 Rajaji Salai, Chennai 600 001
TENDER FOR CONSTRUCTION OF FOUR EXIM GODOWNS AND DEVELOPMENT OF CONCRETE ROADS AROUND THE EXIM GODOWNS IN CHENNAI PORT
2024_ChPT_817711_1
T/JDC/ 44 /2024/E
Open Tender
Civil Works
Works
540 days
Chennai Port Authority
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹1.1 Cr
Yes
5th floor of Centenary Building, ChPA
21 Oct 2024
23 Jul 2024
14 Aug 2024
23 Jul 2024
13 Aug 2024
6 Aug 2024
30 Jul 2024
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 11. Construction of Four EXIM Godowns | |||||
| 1.01 | 1.01 Cutting and removing trees of girth upto 600mm (approx.) with branches using cutting machine without damaging the near by structures and cutting into pieces all as directed including removing the roots below GL, stacking the serviceable materials upto a lead of 50m and removing unserviceable material as directed including all materials, labour, tools, equipment, transport, fuel etc., complete. | 15 | 1No (One Number) | 513.65 | ₹7,704.75 |
| 1.02 | 1.02. Earth work excavation / Site grading by mechanical means (Hydraulic excavator) / manual means in all kinds of soil mixed with roots, boulders, debris, rubbish etc., by cutting the soil heaps including getting out and disposal of excavated earth, all unseviceable materials lead upto 50m and lift upto 1.5m as directed including all materials, labour, tools, equipment, transport, fuel etc., complete. | 16,000 | 1 M3 (One Cubic Metre) | 171.3 | ₹27,40,800 |
| 1.03 | 1.03 Surface dressing of the excavated ground area including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish, lead up to 50m and lift up to 1.5m in all kinds of soil including all labour, tools, equipment, transport, fuel etc., complete. | 44,600 | 1 M2 (One Square Metre) | 32.95 | ₹14,69,570 |
| 1.04 | 1.04 Demolishing the existing Plain Cement Concrete manually/by mechanical means as existing at site of work to the required level, size and shape without damaging the nearby structures and wherever required all as directed and stacking of debris within a lead of 50m (for transportation and disposing) all as per relevant specification including all labour, tools, tackles, equipment, transport, plants, fuel etc., complete. | 15 | 1 M3 (One Cubic Metre) | 2,348.55 | ₹35,228.25 |
| 1.05 | 1.05 Demolishing Brickwork in C.M as existing at site manually / by mechanical means without damaging the nearby structures including collecting and stacking the debris within a lead of 50m(for transportation and disposal) all as per relevant specifications and as directed including all labour, tools, tackles, equipment, transport, plants, fuel etc., complete. | 15 | 1 M3 (One Cubic Metre) | 1,987.7 | ₹29,815.5 |
| 1.06 | 1.06 Earth work excavation by mechanical means (Hydraulic excavator) / manual means in all kinds of soil mixed with roots, boulders weighing individually less than 250kg, debris, rubbish etc., for foundations and other such works as directed including dressing of sides, ramming of bottom as per relevant specification, drawing and stacking the excavated earth within a lead of 50m for transportation/ refilling including all labour, tools, tackles, equipment, transport, fuel etc., complete.
a. Lift upto 1.5 m depth | 5,400 | 1 M3 (One Cubic Metre) | 171.3 | ₹9,25,020 |
| 1.07 | b. Lift 1.5 m to 3m depth | 4,200 | 1 M3 (One Cubic Metre) | 293.6 | ₹12,33,120 |
| 1.08 | 1.07 Dewatering by pumping the water from foundation trench and wherever required using motor as per site condition and as directed including pumping the water carefully without affecting the nearby site including all labour, tools, plants, equipment, transport, fuel etc., complete. | 300 | 1Hr. (One Hour) | 839.85 | ₹2,51,955 |
| 1.09 | 1.08 Providing and laying of Plain Cement Concrete of mix 1:4:8 (1 Cement : 4 coarse sand derived from natural sources : 8 graded stone aggregate 40mm nominal size derived from natural sources) in volumetric proportions for levelling course in foundations / base course in basement and wherever required, curing, carriage for all leads excluding the cost of centering, shuttering, all as per relevant specification, drawing and as directed including labour, material, tools, plants, equipment, transport, fuel etc., complete.
Note: The cost of centering and shuttering will be measured and paid separately under relevant item of this schedule. | 3,965 | 1 M3 (One Cubic Metre) | 6,572.15 | ₹2,60,58,574.75 |
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