Chennai Port Trust Tender
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Chennai Port Trust - CPT Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date11 Jul 2024
Closing Date31 Jul 2024
Tender Amount₹ 36,34,641
Costs
EMD
₹ 73,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_ChPT_815986_1Bid Award Id
ViewTender No
T/JDA/41/2024/ETender Authority
Chennai Port Trust ViewPurchaser Address
-Website
http://https://www.chennaiport.gov.in/
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BOQ Items
c. Dewatering in the excavated area by pumping the water from foundation trench and wherever required using 10 HP motor as per site condition and as directed including pumping the water carefully without affecting the near by site including all labour, tools, plants, equipment, transport, fuel etc., complete.
15
12597
839.85
1.02 Providing and laying of Plain Cement Concrete of mix 1:4:8 in volumetric proportion (1 cement : 4 Coarse sand : 8 graded stone aggregate 40 mm nominal size) for levelling course of Low Level Reservoir and wherever required including mixing, transporting, placing, ramming, consolidating, curing all as per relevant specifications, drawings and as directed including all labour, materials, tools, equipments, etc, complete.
Note:
The cost of centering and shuttering will be measured and paid seperately under relevant item of this schedule.
20
131443
6572.15
1.03 Preparing the top surfaces of PCC levelling course, side walls of LLR and wherever required and providing plastering in cement mortar 1:5 (1cement : 5 coarse sand) 20 mm thick, before laying of tar felt, to the required finish curing etc., all as directed including all labour, materials, tools, equipment’s, scaffolding, etc., complete.
240
110196
459.15
1.04 Providing and laying 3 layer of water proofing treatment with bitumen felt over the plastered levelling course, side walls of LLR and wherever required consisting of first and third courses of blown bitumen 85/25 or 90/15 conforming to IS:702 applied hot @ 1.45 Kg per square metre of area for each course and second coursemof roofing felt type 3 grade 1 (hessian based self finished bitumen felt) all as directed including all labour, materials, tools, equipments, scaffolding, etc., complete
240
113004
470.85
1.05 Preparing the top surfaces of tar felt and providing plastering in cement mortar 1:5 (1cement : 5 coarse sand) 20 mm thick for LLR flooring area, side walls of LLR and wherever required to the required finish curing etc., all as directed including all labour, materials, tools, equipment’s, scaffolding, etc., complete.
240
110196
459.15
1.06 Providing and laying RCC of mix in 1:1.5:3 (1 cement :1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) in volumetric proportions up to plinth level, for base slab / side wall / beams / top cover slab of LLR and wherever required including mixing, transporting, placing, ramming, consolidating, excluding the cost of centering, shuttering, finishing and reinforcement all as per relevant specification and as directed including all materials, labour, curing, tools, equipments, transport, fuel, etc., complete. Note:
1.The cost of centering and shuttering will be measured and paid seperately under relevant item of this schedule.
2. Supplying, fabricating and fixing in position of reinforcement steel will be measured paid seperately under relevant item of this schedule. a. LLR Base Slab
60
523635
8727.25
b. LLR side walls
24
209454
8727.25
c. LLR Beams
2
17454
8727.25
d. LLR top cover slab
9
78545
8727.25
1.07 Providing Brick work with common burnt clay F.P.S (non modular) bricks of class designation 7.5 for foundation up to plinth in CM 1:4 (1 cement : 4 coarse sand) all as directed including all labour, materials, curing, tools, tackles, equipments, scaffolding, transport, fuel, etc, complete.
30
213334
7111.15
1.08 Providing centering and shuttering including strutting, propping etc., with steel shutters / spans /props and removal of form for foundations, footings for mass concrete all as directed, including labour,tools,tackles, equipments, scaffolding, transport etc, complete. a. For levelling course
15
5675
378.35
b. For base slab
30
11350
378.35
c. For Side Walls
150
121920
812.8
d. For Beams
15
11249
749.95
e. For Top Cover Slab
70
64907
927.25
1.09 Preparing the surfaces of Flooring & top of Roof Slab of LLR and providing plastering in cement mortar 1:3 (1cement : 3 coarse sand) 20 mm thick with ISI certified water proofing material in proportion recommended by the manufaturer including finishing with neat cement slurry to the required finish, curing etc., all as directed including all labour, materials, tools, equipments, scaffolding, fuel, etc., complete.
150
54675
364.5
1.10 Preparing the surfaces of LLR side wall and providing plastering in cement mortar 1:3 (1cement : 3 fine sand) with 12 mm thick with ISI certified water proofing material in proportion recommended by the manufacturer including finishing with neat cement slurry to the required finish, curing etc., all as directed including all labour, materials, tools, equipments, scaffolding, fuel, etc., complete.
a. For RCC Side Walls - inside
75
32025
427
b. For Beams
75
32025
427
C. For RCC Side Walls -outside
25
10675
427
1.11 Providing plastering for the Brick work with cement mortar 1:5 (1cement : 5 fine sand) 12 mm thick with ISI certified water proofing material in proportion recommended by the manufacturer, to the required finish, curing etc., all as directed including all labour, materials, tools, equipments, scaffolding, fuel, etc., complete.
130
43010
330.85
1.12 Refilling with available excavated earth in the sides of foundations and wherever required in layers not exceeding 200 mm consolidating the deposited layer by ramming and watering as directed including all labour, tools, equipments, etc., complete.
60
11346
189.1
1.13 Supplying and fixing of PVC coated Cast Iron rungs inside the walls of LLR as directed including all labour, tools, equipments, scaffolding, etc., complete.
16
3504
219
1.14 Providing, casting and fixing in position of RCC precast Manhole Cover slab 75 mm thick of required size in cement concrete 1:1.5:3 (1 cement :1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) in volumetric proportion including finishing the exposed surface, in cement mortar 1:3 (1 cement : 3 fine sand) 6 to 10 mm thick with a floating coat of neat cement punning all as per relevant specifications and as directed including mixing, transporting, placing, ramming, consolidating etc., including shuttering, struting, curing, equipment, tools etc., complete. Note:
Supplying, fabricating and fixing in position of reinforcement steel will be measured paid separately under relevant item of this schedule.
0.6
8749
14582.8
1.15 Providing and fixing of PVC pipe 110 mm dia with Cowl / Airvent including all labour, materials, tools etc., and all as directed complete.
1
229
229.6
1.16 Supplying, fabricating and placing in position thermo mechanically treated bars of grade Fe 500 D or more as reinforcement for all RCC works including handling, cutting, bending and tying in position with 1.25 mm dia black annealed steel binding wire including placing all as per relevant specification and as directed including all materials, labour, tools, equipment, transport, fuel, etc., complete. Note:
The rate shall be inclusive of cost of reinforcement steel, binding wire and fabrication charges etc., complete. Binding wire will not be measured for payment purpose.
8000
832400
104.05
1.17 Preparing the external walls of LLR and applying two coats of water proof cement paint of approved brand over a priming coat with cement primer wherever required all as directed including all labour, materials, tools, brushes, tackles, equipments, scaffolding etc., complete.
25
2723
108.95
1.18 Loading, transporting dumping and levelling the surplus excavated earth inside the port premises within a lead of 1 km all as directed including all labour, transport, tools, equipments, fuel, etc., complete. Note: Note: 1. Tenderer shall maintain trip sheets in triplicate in ChPA’s approved format at his own cost for the quantity of earth transported.
2. Payment will be based on lorry cubical content after deduction of 20% for voids. However, for final payment, final quantity will be restricted to actual quantity of earth work minus refilling.
340
71366
209.9
2. Construction of Pump Room
-
-
-
2.1 Earthwork excavation by manually / mechanically up to 1.5 m depth in ordinary soil, sand, clay, mixed with roots, boulders, weighing individually less than 250 kg. debris, rubbish etc., for foundation of Pump Room and wherever required including dressing of sides, ramming of bottom as per relevant specifications and drawings, depositing the excavated earth within a lead of 50 m all as directed including shoring, shuttering, labour, tools, tackles, equipments, fuel, etc., complete.
12
2055
171.25
2.2 Providing and laying of Plain Cement Concrete 1:4:8 in volumetric proportion (1 cement : 4 Coarse sand : 8 graded stone aggregate 40 mm nominal size) for levelling course for foundation of Pump Room and wherever required including mixing, transporting, placing, ramming, consolidating, shuttering, curing all as per relevant specifications, drawings and as directed including all labour, materials, tools, equipments, etc., complete.
Note:
The cost of centering and shuttering will be measured and paid seperately under relevant item of this schedule.
2
13144
6572.15
2.3 Providing Brick work with common burnt clay F.P.S (non modular) bricks of class designation 7.5 in foundation and plinth in CM 1:4 (1 cement : 4 coarse sand) and wherever required all as directed, including all labour, materials, curing, tools, tackles, equipments, scaffolding, transport, fuel, etc., complete.
6
42666
7111.15
2.4 Providing Brick work with common burnt clay F.P.S (non modular) bricks of class designation 7.5 in CM 1:5 (1 cement : 5 coarse sand) for superstructure and wherever required all as directed including all labour, materials, curing, tools, tackles, equipments, scaffolding, transport, fuel, etc., complete.
9
80023
8891.45
2.5 Providing and laying RCC of mix 1:1.5:3 (1 cement :1.5 coarse sand : 3 graded stone aggregate of 20 mm nominal size) in volumetric proportions for plinth beam and wherever required including mixing, transporting, placing, ramming, consolidating, excluding the cost of centering, shuttering, finishing and reinforcement all as per relevant specification and as directed, including all materials, labour, curing, tools, equipments, transport, fuel, etc., complete. Note:
1.The cost of centering and shuttering will be measured and paid seperately under relevant item of this schedule.
2. Supplying, fabricating and fixing in position of reinforcement steel will be measured paid seperately under relevant item of this schedule.
1
8727
8727.25
2.6 Supplying and filling the Basement with Crushed stone sand/ M Sand including watering, ramming, consolidating and dressing all as per relevant specification and as directed, including all materials, labour, tools, equipments, transport, fuel, etc., complete.
3
4652
1550.75
2.7 Providing and laying of Plain Cement Concrete 1:4:8 (1 cement : 4 Coarse sand : 8 graded stone aggregate 40 mm nominal size) for levelling course of flooring and wherever required including mixing, transporting, placing, ramming, consolidating, shuttering, curing all as per relevant specifications, drawings and as directed including all labour, materials, tools, equipments, etc., complete.
Note:
The cost of centering and shuttering will be measured and paid seperately under relevant item of this schedule.
1
6572
6572.15
2.8 Providing and laying of RCC 1:1.5:3 1 cement :1.5 coarse sand : 3 graded stone aggregate of 20 mm nominal size) in volumetric proportions for lintels in Ground Floor and wherever required including mixing, transporting, placing, ramming, consolidating, excluding the cost of centering, shuttering, finishing and reinforcement all as per relevant specification and as directed, including all materials, labour, curing, tools, equipments, transport, fuel, etc., complete. Note:
1.The cost of centering and shuttering will be measured and paid seperately under relevant item of this schedule.
2. Supplying, fabricating and fixing in position of reinforcement steel will be measured paid seperately under relevant item of this schedule.
0.5
5550
11100.4
2.9 Providing and laying of RCC in 1:1.5:3 (1 cement :1.5 coarse sand : 3 graded stone aggregate of 20 mm nominal size) in volumetric proportions for sunshades in Ground Floor and wherever required including mixing, transporting, placing, ramming, consolidating, excluding the cost of centering, shuttering, finishing and reinforcement all as per relevant specifications and as directed, including all materials, labour, curing, tools, equipments, transport, fuel, etc., complete. Note:
1.The cost of centering and shuttering will be measured and paid seperately under relevant item of this schedule.
2. Supplying, fabricating and fixing in position of reinforcement steel will be measured paid seperately under relevant item of this schedule.
0.5
5550
11100.4
2.10 Providing and laying of RCC 1:1.5:3 (1 cement :1.5 coarse sand : 3 graded stone aggregate of 20 mm nominal size) in volumetric proportions for roof slab in Ground Floor and wherever required including mixing, transporting, placing, ramming, consolidating, excluding the cost of centering, shuttering, finishing and reinforcement all as per relevant specification and as directed, including all materials, labour, curing, tools, equipments, transport, fuel, etc., complete. Note:
1.The cost of centering and shuttering will be measured and paid seperately under relevant item of this schedule.
2. Supplying, fabricating and fixing in position of reinforcement steel will be measured paid seperately under relevant item of this schedule.
1.25
13875
11100.4
2.11 Providing centering and shuttering including strutting, propping etc., with steel shutters / spans /props and removal of form for foundation levelling course, lintels / sunshades / roof slab footings for mass concrete as directed at site, including all labour,tools,tackles, equipments, scaffolding, transport etc, complete. a. For fondation levelling course
12
4540
378.35
b. For Lintels
2
1499
749.95
c. For sunshade
1
749
749.95
c. For Roof Slab
10
9272
927.25
2.12 Preparing the surfaces of Ceiling of roof and plastering in cement mortar 1:3 (1cement : 3 fine sand) 12 mm thick with a floating coat of neat cement, curing etc., all as directed including all labour, materials, tools, equipments, scaffolding, fuel, etc., complete.
11
3829
348.1
2.13 Preparing the surfaces of Brick work and plastering in cement mortar 1:5 (1cement : 5 fine sand) 12 mm thick to the required finish, curing etc., all as directed including all labour, materials, tools, equipments, scaffolding, fuel, etc., complete.
65
21300
327.7
2.14 Providing 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications including cost of cement slurry to the required finish, curing etc., all as directed including all materials, labour, tools, equipments etc., complete.
7
6608
944
2.15 Preparing the surfaces of Roof slab top and plastering in cement mortar 1:3 (1cement : 3 coarse sand) 20 mm thick with ISI certified water proofing material in proportion recommended by the manufaturer including neat cement slurry to the required finish, curing etc., all as directed including all labour, materials, tools, equipments, scaffolding, fuel, etc., complete.
13
4738
364.5
2.16 Providing RCC louvered jally 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 6 mm nominal size), reinforced with 1.6 mm dia mild steel wire,including centering, shuttering, roughening, cleaning, fixing and finishing in C.M 1:3 (1 cement : 3 crushed stone sand) as directed specification and including all materials, labour, tools, equipments etc., complete.
1
1646
1646.45
2.17 Providing and fixing country wood (Sal / padak) frame for doors including MS hold fasts 40 x 5 mm-400 mm long including fixing in P.C.C 1:3:6 pintel concrete and providing oil based wood preservative all as per relevant specifications and as directed including all materials, labour, tools, equipments etc., complete.
0.05
7966
159333.75
2.18 Providing and fixing fully panelled Second Class teak wood door shutters 35 mm thick with necessary screws etc., as per relevant specifications and as directed including all materials, labour, tools, equipments etc., complete.
2
7934
3967.15
2.19 Supplying and fixing anodised (anodic coating not less than grade AC 10 as per IS:1868) aluminium fittings for Doors, ISI marked with necessary screws and nuts all as per relevant specification and as directed including all materials, labour, tools, equipments etc., complete. a. Butt hinges 125 mm
4
488
122.15
b. Aldrop 250 mm long
1
251
251.4
c. Tower Bolt 150 mm long
3
238
79.65
c. D Type Handle 100 mm
2
127
63.95
2.20 Providing, casting and fixing in postion of RCC precast slab 100 mm thick of required size for Sluice valve masonry chamber in cement concrete of mix 1:1.5:3 (1 cement :1.5 coarse sand : 3 graded stone aggregate of 20mm nominal size ) in volumetric proportion including finishing the exposed surface in cement mortar 1:3 (1 cement : 3 fine sand) 6 to 10 mm thick with a floating coat of neat cement punning all as per relevant specifications and as directed including mixing, transporting, placing, ramming, consolidating including centering, shuttering, labour, curing, equipment, tools etc., complete.
1
14582
14582.8
2.21 Supplying, fabricating and placing in position thermo mechanically treated bars of grade Fe 500D or more as reinforcement for all RCC works including handling, cutting, bending and tying in position with 1.25 mm dia black annealed steel binding wire including placing all as per relevant specification and as directed including all materials, labour, tools, equipment, transport, fuel, etc., complete. Note:
The rate shall be inclusive of cost of reinforcement steel, binding wire and fabrication charges etc., complete. Binding wire will not be measured for payment purpose.
450
46822
104.05
2.22 Preparing the surfaces of ceiling and applying two coats of water proof cement paint of approved brand over a coat of cement primer wherever required, all as directed including all labour, materials, tools, brushes, tackles, equipments, scaffolding etc., complete.
10
1089
108.95
2.23 Preparing the internal / external surface of walls and applying two coats of water proof cement paint of approved brand over a coat of cement primer wherever required, all as directed including all labour, materials, tools, brushes, tackles, equipments, scaffolding etc., complete.
60
6537
108.95
2.24 Preparing new wooden surfaces of doors and painting with two coats of synthetic enamel paint of approved brand over a coat of primer to give an even shade, all as directed including all materials, labour, scaffolding, brushes, tools, equipments, etc., complete.
Note: 1. Necessary painting co-efficient shall be allowed as per ChPA engineering manual.
2. The above quantity is inclusive of painting co-efficient.
6
1020
170.05
2.25 Refilling with available excavated earth in the sides of foundations and wherever required in layers not exceeding 200 mm consolidating the deposited layer by ramming and watering all as directed including all labour, tools, equipments, etc., complete.
4
756
189.1
2.26 Loading, transporting dumping and levelling the surplus excavated earth inside the port premises within a lead of 1 km all as directed including all labour, transport, tools, equipments, fuel, etc., complete. Note: Note: 1. Tenderer shall maintain trip sheets in triplicate in ChPA’s approved format at his own cost for the quantity of earth transported.
2. Payment will be based on lorry cubical content after deduction of 20% for voids. However, for final payment, final quantity will be restricted to actual quantity of earth work minus refilling.
8
1679
209.9
3.Renovation of OHTs
-
-
-
3.1 Dismantling / demolishing the existing brick work in cement mortar by manually /mechanically in the existing Over Head Tank at Terrace and wherever required without damaging the nearby strctures including collecting and bring down the debris to the ground level and depositing the debris within a lead of 50 m for disposal all as specified and as directed including all labour, tools, tackles, equipments, scaffolding, transport, fuel, etc., complete.
10
19877
1987.7
3.2 Dismantling / demolishing the existing R.C.C work by manually /mechanically in the existing Over Head Tank at Terrace and wherever required without damaging the nearby strctures including collecting and bring down the debris to the ground level and depositing the debris within a lead of 50 m for disposal all as specified and as directed including all labour, tools, tackles, equipments, scaffolding, transport, fuel, etc., complete.
6
20557
3426.2
3.3 Providing Brick work with common burnt clay F.P.S (non modular) bricks of class designation 7.5 in superstrcture for OHT walls in CM 1:5 (1 cement : 5 coarse sand) and wherever required all as per relevant specifications and as directed including all labour, materials, tools, tackles, equipments, scaffolding, transport, curing, fuel, etc., complete.
13
115588
8891.45
3.4 Providing and laying RCC of mix in 1:1.5:3 (1 cement :1.5 coarse sand : 3 graded stone aggregate of 20 mm nominal size) for OHT top slab in volumetric proportions and wherever required including mixing, transporting, placing, ramming, consolidating, excluding the cost of centering, shuttering, finishing and reinforcement all as per relevant specifications and as directed, including all materials, labour, curing, tools, equipments, transport, fuel, etc., complete. Note:
1.The cost of centering and shuttering will be measured and paid seperately under relevant item of this schedule.
2. Supplying, fabricating and fixing in position of reinforcement steel will be measured paid seperately under relevant item of this schedule.
6
66602
11100.4
3.5 Providing centering and shuttering including strutting, propping etc., with steel shutters / spans /props for OHT top slab including removal of the same all as per relevant specifications and as directed including all labour, tools, tackles, equipments, scaffolding, transport etc., complete.
25
23181
927.25
3.6 Supplying, fabricating and placing in position thermo mechanically treated bars of grade Fe 500D or more as reinforcement for all RCC works including handling, cutting, bending and tying in position with 1.25 mm dia black annealed steel binding wire including placing all as per relevant specification and as directed including all materials, labour, tools, equipment, transport, fuel, etc., complete. Note:
The rate shall be inclusive of cost of reinforcement steel, binding wire and fabrication charges etc., complete. Binding wire will not be measured for payment purpose.
600
62430
104.05
3.7 Preparing the surfaces of Brick work OHT outside walls, Slab top portion and plastering in cement mortar 1:5 (1cement : 5 fine sand) 12 mm thick to the required finish, curing etc., all as directed including all labour, materials, tools, equipments, scaffolding, fuel, etc., complete.
100
32770
327.7
3.8 Preparing the surfaces of inside walls and ceiling of OHT and plastering in cement mortar 1:3 (1cement : 3 fine sand) with 12 mm thick with ISI certified water proofing material in proportion recommended by the manufaturer to the required finish, curing etc., all as directed including all labour, materials, tools, equipments, scaffolding, fuel, etc., complete.
150
64050
427
3.9 Providing, casting and fixing in postion of RCC precast Manhole Cover slab 75 mm thick of required size in cement concrete of mix 1:1.5:3 (1 cement :1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) in volumetric proportion including finishing the exposed surface in cement mortar 1:3 (1 cement : 3 fine sand) 6 to 10 mm thick with a floating coat of neat cement punning all as per relevant specifications and as directed including mixing, transporting, placing, ramming, consolidating, scaffolding, curing, equipment, tools etc., complete.
0.15
2187
14582.8
3.10 Loading, transporting the Debris, dumping and leveling in the
low lying area within a lead of 1Km inside Port premises and as directed, including all labour, transport, tools, equipments, fuel, etc, complete. Note: 1. Tenderer shall maintain trip sheets in triplicate in
Trust’s approved format at his own cost for the quantity of
debris transported. 2. Payment will be based on the lorry cubical content. 3. No deduction of voids for debris will be made. 4. However, for final payment, final quantity will be restricted to actual quantity of dismantling/demolishing items for debris
18
3022
167.9
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