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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAdmitted-Finance | ₹1.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.7 Cr+₹1.3 L (0.79%)Admitted-Finance OFFICE SPACE NO 95 10TH CROSS STREET SENTHIL NAGAR KOLATHUR CHENNAI 600099 | CHENNAI | TAMIL NADU | 600099 | ₹1.7 Cr+₹1.3 L (0.79%) | L2 | Admitted-Finance |
| 3 | L3₹1.8 Cr+₹16.8 L (9.98%)Admitted-Finance | ₹1.8 Cr+₹16.8 L (9.98%) | L3 | Admitted-Finance |
| 4 | L4₹2.1 Cr+₹37.5 L (22.3%)Admitted-Finance 175 2 SOUTH STATE BANK NAGAR CHETTIPALAYAM ERODE 638 002 | ERODE | ERODE | TAMIL NADU | 638002 | ₹2.1 Cr+₹37.5 L (22.3%) | L4 | Admitted-Finance |
| 5 | L5₹3.1 Cr+₹1.4 Cr (86.0%)Admitted-Finance KARNATAKA | RAICHUR | KARNATAKA | 584123 | ₹3.1 Cr+₹1.4 Cr (86.0%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | P.S.Construction Pvt Ltd L5 | SHKP CONSTRUCTION L3 | RAMALINGAM CONSTRUCTION COMPANY PRIVATE LIMITED L4 | Sankar Electrical L1 | GEES EPC SERVICES PVT. LTD. L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Clearing scrub jungle including uprooting of vegetation, grass, brush wood, trees and saplings and removal of rubbish up to a distance of 1 km outside the periphery of the area cleared with all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges, labour charges and all other incidental charges etc., complete as per standard technical, detailed specification and direction of the Engineer in-charge. | 15,000 | Sqm | 10 ₹1,50,000 | 6.55 ₹98,250 | 5.5 ₹82,500 Lowest | 5.8 ₹87,000 | 10 ₹1,50,000 |
| 2.10 | Earth work excavation in ordinary soil, sand, clay mixed with roots, small boulders, debris, rubbish etc. as existing at site of work for column and plinth beam foundation dressing of sides, ramming of bottom, all as specified under relevant schedules, drawings including depositing the excavated materials within a lead of 50 m for re-transportation as directed including all labour, shoring, strutting and dewatering wherever necessary, transport, tools, tackles, equipment, fuel, etc., complete.- upto 1.5m level | 1,775 | Cum | 175 ₹3,10,625 | 163.65 ₹2,90,478.75 | 120 ₹2,13,000 | 145 ₹2,57,375 | 25 ₹44,375 Lowest |
| 2.20 | Earth work excavation in ordinary soil, sand, clay mixed with roots, small boulders, debris, rubbish etc. as existing at site of work for column and plinth beam foundation dressing of sides, ramming of bottom, all as specified under relevant schedules, drawings including depositing the excavated materials within a lead of 50 m for re-transportation as directed including all labour, shoring, strutting and dewatering wherever necessary, transport, tools, tackles, equipment, fuel, etc., complete.- Above 1.5m level | 237 | Cum | 250 ₹59,250 | 208.38 ₹49,386.06 | 128 ₹30,336 | 188 ₹44,556 | 55 ₹13,035 Lowest |
| 3.00 | Filling the lowlaying area with available soil inside the portion area including conveyance of soil within a lead of 3km to site. Spreading the earth uniformly to the entire yard formation in layers of not exceeding 250mm thick all as directed including compacting each layer including watering with all leads for water and finishing the surface to the line and grades, sections as directed by the Engineer In-charge | 2,500 | Cum | 150 ₹3,75,000 | 173.47 ₹4,33,675 | 264 ₹6,60,000 | 153 ₹3,82,500 | 20 ₹50,000 Lowest |
| 4.00 | Providing and laying plain cement concrete of mix1:4:8 in volumetric proportions (1 cement: 4 coarse river sand / M sand as per IS 383: 8 graded hard granite stone aggregate of 40 mm nominal size) for levelling course in foundations all as per specification, drawings and as directed including mixing, transporting, placing, consolidating by ramming, curing, shuttering, dewatering if any., etc including all labour, material, equipments, tools, fuel etc. complete. | 105 | Cum | 6,000 ₹6,30,000 | 5,210.62 ₹5,47,115.1 | 4,300 ₹4,51,500 Lowest | 4,750 ₹4,98,750 | 6,000 ₹6,30,000 |
| 5.10 | Providing and Placing in-situ cement concrete of mix 1:1.5:3 in volumetric proportions (1 cement: 1.5 coarse river sand / M sand as per IS 383: 3 graded hard granite stone aggregate of 20 mm nominal size) for R.C.C works such as Column footings and column below Floor Level all as per relevant specifications, drawings and as directed including mixing, transporting, placing, vibrating, shuttering, curing, dewatering if any including all labour, material, equipments, tools, plants, fuel, etc. complete.- Column footing | 185 | Cum | 9,500 ₹17,57,500 | 8,337.42 ₹15,42,422.7 | 7,500 ₹13,87,500 | 7,628 ₹14,11,180 | 7,000 ₹12,95,000 Lowest |
| 5.20 | Providing and Placing in-situ cement concrete of mix 1:1.5:3 in volumetric proportions (1 cement: 1.5 coarse river sand / M sand as per IS 383: 3 graded hard granite stone aggregate of 20 mm nominal size) for R.C.C works such as Column footings and column below Floor Level all as per relevant specifications, drawings and as directed including mixing, transporting, placing, vibrating, shuttering, curing, dewatering if any including all labour, material, equipments, tools, plants, fuel, etc. complete.- Column below floor level | 69 | Cum | 9,500 ₹6,55,500 | 9,843 ₹6,79,167 | 7,800 ₹5,38,200 | 8,998.97 ₹6,20,928.93 | 7,000 ₹4,83,000 Lowest |
| 6.00 | Providing and Placing in-situ cement concrete of mix1:1.5:3 in volumetric proportions (1 cement: 1.5coarse river sand/ M sand as per IS 383: 3 graded hard granite stone aggregate of 20 mm nominal size) for R.C.C Column above floor level as per relevant specifications, drawings and as directed including mixing, transporting, placing, vibrating, shuttering, curing and finishing the exposed surfaces with C.M 1:3, 6 to 10 mm thick including all labour, material, equipments, tools, plants, fuel, etc. complete. | 144 | Cum | 10,000 ₹14,40,000 | 8,684.36 ₹12,50,547.84 | 8,000 ₹11,52,000 | 7,950 ₹11,44,800 | 7,000 ₹10,08,000 Lowest |
| 7.00 | Providing and laying Cement concrete in mix 1:1.5:3 in volumetric proportions (1 Cement: 1.5 coarse river sand / M sand as per IS 383: 3 graded hard granite stone aggregate of 20 mm nominal size) for RCC in plinth beam all as per the details shown in the drawings, specified in the relevant schedules and as directed including centering, shuttering, scaffolding, mixing, transporting, placing, vibrating, curing and finishing the exposed surfaces with C.M 1:3, 6 to 10 mm thick including all labour, materials, tools, equipments, etc, complete. | 183 | Cum | 10,500 ₹19,21,500 | 9,263.68 ₹16,95,253.44 | 8,300 ₹15,18,900 | 8,489 ₹15,53,487 | 7,000 ₹12,81,000 Lowest |
| 8.00 | Providing and Placing in-situ cement concrete of mix1:1.5:3 in volumetric proportions (1 cement: 1.5coarse river sand / M sand as per IS 383: 3graded hard granite stone aggregate of 20 mm nominal size) for R.C.C coping beam over the Column all as per relevant specifications, drawings and as directed including mixing, transporting, placing, vibrating, shuttering, curing and finishing the exposed surfaces with C.M. 1:3, 6 to 10 mm thick including all labour, material, equipments, tools, plants, fuel, etc. complete | 40 | Cum | 12,000 ₹4,80,000 | 9,494.97 ₹3,79,798.8 | 8,500 ₹3,40,000 | 8,700 ₹3,48,000 | 7,000 ₹2,80,000 Lowest |
Tender Value
₹1.7 Cr
Closing Date
24 Feb 2022, 3:00 pmClosed
Dy General Manager Civil
Kamarajar Port Limited, Vallur post, Chennai 120. Phone 044 27950030 39, Fax 044 27950002
Please vide Tender Document
2022_MoS_670552_1
2122015003
Open Tender
Civil Works
Works
180 days
Staff quarter land of Kamarajar Port at south side
Please vide Tender Document
3 documents required · 3 mandatory
₹0
Exempted
25 Apr 2022
28 Jan 2022
25 Feb 2022
28 Jan 2022
24 Feb 2022
19 Feb 2022
Amount
Clearing scrub jungle including uprooting of vegetation, grass, brush wood, trees and saplings and removal of rubbish up to a distance of 1 km outside the periphery of the area cleared with all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges, labour charges and all other incidental charges etc., complete as per standard technical, detailed specification and direction of the Engineer in-charge.
Earth work excavation in ordinary soil, sand, clay mixed with roots, small boulders, debris, rubbish etc. as existing at site of work for column and plinth beam foundation dressing of sides, ramming of bottom, all as specified under relevant schedules, drawings including depositing the excavated materials within a lead of 50 m for re-transportation as directed including all labour, shoring, strutting and dewatering wherever necessary, transport, tools, tackles, equipment, fuel, etc., complete.- upto 1.5m level
Earth work excavation in ordinary soil, sand, clay mixed with roots, small boulders, debris, rubbish etc. as existing at site of work for column and plinth beam foundation dressing of sides, ramming of bottom, all as specified under relevant schedules, drawings including depositing the excavated materials within a lead of 50 m for re-transportation as directed including all labour, shoring, strutting and dewatering wherever necessary, transport, tools, tackles, equipment, fuel, etc., complete.- Above 1.5m level
Filling the lowlaying area with available soil inside the portion area including conveyance of soil within a lead of 3km to site. Spreading the earth uniformly to the entire yard formation in layers of not exceeding 250mm thick all as directed including compacting each layer including watering with all leads for water and finishing the surface to the line and grades, sections as directed by the Engineer In-charge
Providing and laying plain cement concrete of mix1:4:8 in volumetric proportions (1 cement: 4 coarse river sand / M sand as per IS 383: 8 graded hard granite stone aggregate of 40 mm nominal size) for levelling course in foundations all as per specification, drawings and as directed including mixing, transporting, placing, consolidating by ramming, curing, shuttering, dewatering if any., etc including all labour, material, equipments, tools, fuel etc. complete.
Providing and Placing in-situ cement concrete of mix 1:1.5:3 in volumetric proportions (1 cement: 1.5 coarse river sand / M sand as per IS 383: 3 graded hard granite stone aggregate of 20 mm nominal size) for R.C.C works such as Column footings and column below Floor Level all as per relevant specifications, drawings and as directed including mixing, transporting, placing, vibrating, shuttering, curing, dewatering if any including all labour, material, equipments, tools, plants, fuel, etc. complete.- Column footing
Providing and Placing in-situ cement concrete of mix 1:1.5:3 in volumetric proportions (1 cement: 1.5 coarse river sand / M sand as per IS 383: 3 graded hard granite stone aggregate of 20 mm nominal size) for R.C.C works such as Column footings and column below Floor Level all as per relevant specifications, drawings and as directed including mixing, transporting, placing, vibrating, shuttering, curing, dewatering if any including all labour, material, equipments, tools, plants, fuel, etc. complete.- Column below floor level
Providing and Placing in-situ cement concrete of mix1:1.5:3 in volumetric proportions (1 cement: 1.5coarse river sand/ M sand as per IS 383: 3 graded hard granite stone aggregate of 20 mm nominal size) for R.C.C Column above floor level as per relevant specifications, drawings and as directed including mixing, transporting, placing, vibrating, shuttering, curing and finishing the exposed surfaces with C.M 1:3, 6 to 10 mm thick including all labour, material, equipments, tools, plants, fuel, etc. complete.
Providing and laying Cement concrete in mix 1:1.5:3 in volumetric proportions (1 Cement: 1.5 coarse river sand / M sand as per IS 383: 3 graded hard granite stone aggregate of 20 mm nominal size) for RCC in plinth beam all as per the details shown in the drawings, specified in the relevant schedules and as directed including centering, shuttering, scaffolding, mixing, transporting, placing, vibrating, curing and finishing the exposed surfaces with C.M 1:3, 6 to 10 mm thick including all labour, materials, tools, equipments, etc, complete.
Providing and Placing in-situ cement concrete of mix1:1.5:3 in volumetric proportions (1 cement: 1.5coarse river sand / M sand as per IS 383: 3graded hard granite stone aggregate of 20 mm nominal size) for R.C.C coping beam over the Column all as per relevant specifications, drawings and as directed including mixing, transporting, placing, vibrating, shuttering, curing and finishing the exposed surfaces with C.M. 1:3, 6 to 10 mm thick including all labour, material, equipments, tools, plants, fuel, etc. complete
Hollow concrete block work using blocks of size 400x 200 x200 mm first class in cement mortar 1:5 ( 1Cement : 5 Coarse river sand/ M sand as per IS 383) for compound walls including punning the same with C.M 1:3 all as per the details shown in the drawings and specified in the relevant schedules and as directed including scaffolding, curing all labour, materials, tools, equipments etc., complete.
Supplying, transporting and fabricating TMT Fe500D bars and placing in position as reinforcement for all RCC members, as shown in the drawing including all handling, cutting, bending and tying with 1.25mm dia black annealed binding wire including all materials and labour, lifting, tools, equipments, etc., complete.
Providing and fixing of Compound wall Gate including in priming coat and two coats of epoxy painting as approved including all materials and applications main compound wall as per the drawing and direction of Engineer In-charge.
Preparing the surfaces, providing and finishing the walls of compound walls including two coats of colour cement paint of approved quality and Colour or combination of Colours to give an even shade, as approved by the Engineer or his representative, over one coat of white cement paint including curing, scaffolding, all labour, materials, brushes etc., complete.
Refilling with available excavated earth (excluding boulder, rubbish, debris, other deleterious material etc.,) in sides of compound wall, all as per the details shown in the drawings, specified in the relevant schedules and as directed in layers not exceeding 20cms. thickness consolidating the deposited earth in layers by watering and ramming including all labour, tools, equipment, etc., complete.
GEES EPC SERVICES PVT. LTD.
SHKP CONSTRUCTION
RAMALINGAM CONSTRUCTION COMPANY PRIVATE LIMITED
P.S.Construction Pvt Ltd
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