Chennai Port Trust Tender
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Chennai Port Trust - CPT Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date23 Nov 2023
Closing Date13 Dec 2023
Tender Amount₹ 70,85,673
Costs
EMD
₹ 1,41,800Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2023_ChPT_781932_1Bid Award Id
ViewTender No
T/WMA3/89/2023/ETender Authority
Chennai Port Trust ViewPurchaser Address
-Website
http://https://www.chennaiport.gov.in/
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Documents
BOQ Items
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4.Dismantling the RCC (Richer Mix Concrete) damaged staircase waist slab and landing etc., and wherever required without damaging the structures nearby including collecting and depositing the debris within a lead of 50m all as specified and as directed, including all labour,tools, equipments, etc., complete.
3.5
10965
3133
... More
5.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), Staircase, compound wall, basement, etc., to a required depth, 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 50 m. including shoring, strutting, if any, including all labour, tools, tackles, equipments, plants, fuel etc., complete.
80
24560
307
... More
6.Refilling with available excavated earth excluding boulders, debris etc., in the sides of foundation etc., in layers not exceeding 200mm thick as per relevant specifications and as directed including consolidating the deposited earth in layers by watering and ramming, including all labour, tools, equipment, etc., complete.
60
16320
272
... More
7. Providing and laying plain cement concrete of mix 1:4:8 (1cement :4 CS sand : 8 stone aggregate (hard granite) graded aggregate of 40mm nominal size) in volumetric proportion for levelling course in foundation including mixing, transporting, placing, consolidation by ramming, curing etc., and as directed at site of work Including all labour, materials (including cement), tools, equipments, etc., complete.
6
40602
6767
... More
8.Providing centering and shuttering including strutting, propping, etc., and removal of shuttering, all as per relevant specifications & drawings and as directed including necessary transporting, placing, etc., including all materials, labour, tools, plants, equipments, fuel, etc., complete.
a.Column
200
172200
861
... More
8.b.Beam plinth beam, cantilever, etc.
160
108640
679
... More
8.c.Waist slab - flight of Staircase
80
56320
704
... More
8.d.Landing platform,etc.,
70
59010
843
... More
9.Providing and laying Reinforced Cement Concrete of mix 1:1.5:3 (1 Cement: 1.5 C.S.sand : 3 hard granite graded stone aggregate of 20 mm nominal size) in volumetric proportions for RCC works, all as per relevant specifications drawings and as directed including mixing, transporting, placing, vibrating, curing etc.,including all materials, labour, tools, plants, equipments, machinery, fuel, etc., complete.
Note: Steel reinforcement will be measured and paid for separately under relevant item. a.Up to Plinth level
9
80532
8948
... More
9.b.(i) Above plinth upto floor five level for Column
8
87168
10896
... More
9.b(ii). Above plinth upto floor five level for beam,roof slab, etc.,
13
149071
11467
... More
9.c.(i) Above five floor level for Column
8
89568
11196
... More
9.c.(ii) Above five floor level for beam,roof slab, etc.,
15
176520
11768
... More
10.Casting and placing RCC Precast cover slabs for Gate value chamber and wherever required in mix 1:1.5:3 ( 1 cement : 1.5 C.S.sand : 3 hard granite graded stone aggregate of 20mm nominal size) in volumetric proportions to the required size, all as per relevant specifications, drawings and as directed including necessary form work, mixing, transporting, placing, compacting, curing, finishing the exposed concrete surface with neat cement punning at 2.2 kg/Sq.m as directed, including lifting, handling, transporting and placing the precast slabs over the gate valve chamber and wherever required in correct position and alignment, with necessary lifting holes including all materials, labour, tools, plants, equipments, fuel, etc., complete.
Note : Steel reinforcement will be measured and paid separately under relevant item.
1
9887
9887
... More
11.Providing brick work using bricks of class designation 7.5 in cement mortar 1:5 (1 cement : 5 C S sand) for basement & super structure wherever required all as directed at site of work curing, including all labour, materials, tools, equipments, etc. complete.
a.In Foundation and plinth
20
144660
7233
... More
11.b. Above plinth upto floor five level
5
44885
8977
... More
11.c.Above Five floor level
3
27387
9129
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12.Providing Half brick work using bricks of class designation 7.5 in cement mortar 1:4 (1 cement : 4 C.S.sand) for superstructure walls and wherever required all as directed at site of work curing, including all labour, materials, tools, equipments, transport, fuel, etc., complete.
a.Above plinth level up to five floor level
110
119900
1090
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12.b Above five floor level
65
71695
1103
... More
13.Brick work in brick on edge using bricks of class designation 7.5 in cement mortar 1:3 (1 cement : 3 CS sand) for super structure walls, staircase hand rails and wherever required all as directed at site of work curing, including all labour, materials, tools, equipments, fuel, transporting, etc. complete.
a.Above plinth up to five floor level
62
54374
877
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13.b.Above five floor level
50
44500
890
... More
14.Providing and placing in position of 6mm dia MS rod in every third course of half brick work/ Brick on edge staircase hand rail wall and wherever required all as directed at site of work including all labour, materials, tools, equipments, fuel, transporting, etc. complete.
177
16363
92.45
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15.Supplying, fabricating and placing as new steel additional reinforcement (for replacing the corroded reinforcement in the RCC members)using High yield strength deformed (HYSD Fe415 grade) TMT bars to suit the existing array of reinforcement, fixing the new reinforcement in position using High performance anchoring adhesive (Sika Anchor Fix 2 of Sika India Pvt. Ltd. or its equivalent) as per manufacturer’s specification, cutting, bending, fabricating and tack welding to the existing reinforcement, shifting, drilling holes in the RCC members to the required size and depth as per anchoring adhesive manufacturer’s specification and filling with High performance anchoring adhesive embedding and fixing the steel reinforcement bars all material, labour, tool, equipments, plants, transport, fuel, etc., complete.
Note:- 1. The rate shall be inclusive of cost of steel, and fabrication/welding/drilling charge etc., complete.
900
88425
98.25
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16.Supply and applying of Reebaklens RR (Rust Remove) or equivalent with brush for complete wetting of rusted steel reinforcement bars in RCC coloumn, beam and slabs etc., and loose materials by using wire brush and applying two coats anti corrosive (Nitozinc primer of Fosroc or equivalent) protective coat of approved quality all as per manufacturer's specification and as directed at site of work. The rate shall include cost of materials, labours, brushes, tools, plant, equipments, transport, fuel etc,. complete Note:- The payment will be made only for actual surface area of reinforcement bars on which protective coating is applied
16.a.(i)Above 12mm dia.
160
2288
14.3
... More
16.a.(ii) below 12mm dia.
200
1720
8.6
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16.b.Applying of two coats anti corrosive (Nitozinc primer of Fosroc or equivalent) protective coat of approved quality all as per manufacturer's specification and as directed at site of work. The rate shall include cost of materials, labours, brushes, tools, plant, equipments, transport, fuel etc,. complete Note:- The payment will be made only for actual surface area of reinforcement bars on which protective coating is applied
35
7560
216
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17. Applying of Epoxy resin bonding agent (Nitobond Ep or equivalent) on existing cementions surface of approved quality all as per manufacturer's specification and as directed at site of work. The rate shall include cost of materials, labours, brushes, tools, plant, equipments, transport, fuel etc,. complete Note:- The payment will be made only for actual surface area of cementious on which bonding agent is applied
500
209000
418
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18.Preparing the damaged surface of RCC structures to receive new finish/micro concrete and supplying mixing, pouring pumping of anti washout non shrink cementitious micro concrete using RENDEROC RG(M) of FOSROC or equivalant 1:0.75 ratio (1 Renderoc Rg: 0.75 10mm dia chips) for the structural members of dismantled portions like column, beam, etc, and wherever required mixed with 10mm to 6mm graded cleaned washed and saturated surface dry aggregates mixed the compound with the aggregates for repairing the structurres all as per manufacture's specfictions or as directed. The rate includes conveying pouring the micro concrete using positive displacement pump, or any other sutiable method including providing leak proof shuttering,material,equipments. intercarting, drilling holes in cutting building concrete portions, mixing, plalcing, curing and all as directed at site of work including all materials, cement, labour, tools tackles equipments, transporting, fuel etc., complete
a.upto 10.00mts level
13
766324
58948
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18.b.Above 10mts level
13
770224
59248
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19.Supplying, fabricating and placing in position HYSD (Fe 415/500 grade) TMT steel bars as reinforcement for RCC works wherever required, including handling, cutting, bending and tying with 1.25mm dia black annealed steel binding wire including placing, all as per relevant specification, drawings and as directed, including all materials, labour, tools, equipment, transport, fuel, etc., complete.
Note:1.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.
2.The contractor will be allowed to use Fe500 Grade TMT steel bar without claiming any extra cost.
8100
777195
95.95
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20.Preparing the surfaces of staircase steps, landing slabs, waist slab, parapet wall and wherever required and plastering in cement mortar 1:3 (1cement : 3 CS Sand) 12 mm thick to the required finish with a floating coat of neat cement punning at 2.2 kg/Sq.m, curing etc., all as directed at site of work including all labour, materials, tools, equipments, etc., complete.
a.upto 10.00mts level
170
70295
413.5
... More
20.b.Up to 13 m level
55
27032
491.5
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20.c.Up to 16 m level
55
31350
570
... More
20.d.Up to 19 m level
55
35640
648
... More
20.e.Up to 22 m level.
55
39875
725
... More
20.f.Up to 25 m level
55
44165
803
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20.g.Above 25m level to tank roof level .
55
48455
881
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21.Preparing the surfaces of wall and plastering in cement mortar 1:5 (1cement : 5 CS sand) 12 mm thick to the required finish with a floating coat of neat cement punning at 2.2 kg/Sq.m, curing etc., all as directed at site of work including all labour, materials, tools, equipments, etc., complete.
a.upto 10.00mts level
305
119712
392.5
... More
21.b.Up to 13 m level
27
12703
470.5
... More
21.c.Up to 16 m level
27
14796
548
... More
21.d.Up to 19 m level
27
16902
626
... More
21.e.Up to 22 m level.
27
19008
704
... More
21.f.Up to 25 m level.
27
21114
782
... More
21.g.Above 25m level to tank roof level.
145
124700
860
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22.Preparing the surfaces of concrete / wall and plastering in cement mortar 1:3 (1cement : 3 CS sand) 20 mm thick for the spalled portion of concrete in Dome top, side wall of HLR at the level of 25/28m and wherever required to the required finish with a floating coat of neat cement punning at 2.2 kg/Sq.m, curing etc., all as directed at site of work including all labour, materials, tools, equipments, etc., complete..
30
27990
933
... More
23.Supplying, fabrricating and fixing MS ladder Made up of Vertical side angles of size 90 mmx 90 mm X 8 mm and handle bar MS pipe 33.70 OD x 4.0mm(CHS) circular hollow section and Step bars of 16 mm dia welded with vertical angle at 300 mm C/C fixing the base plate of size 150mm x 150mm x 8mm thick for ladder with CC 1:1.5:3. at top of the HLR including applying priming coat of approved steel primer as directed at site of work including all materials, machineries, labours, tools, equipment, transport, fuel,etc., complete
Note : Payment for fixing with CC 1:1.5:3 will be measured and paid under relevent item of BoQ.
410
62648
152.8
... More
24.Supplying , fabricating and fixing M.S Grill gate of size 1.5 m x 1.2 m (approximate) or as directed at site using suitable structual steel members as verticles, horizontals, diagonals, base plates, pintel and locking arrangements, with welding clamps for fixing GI pipes and fixing with CC 1:1.5:3 ( 1 cement: 1.5 CS Sand : 3 stone graded aggregate of 20mm nominal size ), including, fixing gate in proper alignment, all as per specification / drawing including applying priming coat of approved steel primer all as directed at site of work, including all materials, labour, tools, transport , fuel,scaffolding, etc., complete.
Note : Payment for fixing in CC 1:1.5:3 will be measured and paid under relevent item of BoQ.
200
30560
152.8
... More
25.Providing and laying plain cement concrete Paving blocks of approved quality design / shape and of 60mm nominal thickness avaliable at market, laying correct alignment and required gradient in approved patteren as directed over the cushion of CS sand 50 mm thickness (approx) and setting the blocks hand tight and compacting using a plate vibator to bring out joints not more than 5 mm wide between the blocks including brushing the M. sand in to the joints to fill the gap wherever required and vibrating again so as to achieve full interlock all as per relevent specification and as directed at site of work including all materials, labours, tools, equipements etc., complete. Note.1. The paving block required for this work have to be supplied by the contractor and the rate quoted shall be inclusive of cost of paving blocks.
500
509000
1018
... More
26.Removing white/colour wash by scrapping and sand papering and preparing the surfaces smooth all as directed at site of work including all labour, materials, tools, equipments, wire brushes, etc. complete.
1000
17500
17.5
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27.Applying two coats of Premium Acrylic emulsion paint over one coat of exterior primer for compound wall surfaces and wherever required, all as directed at site of work including all labour, scaffolding, materials, tools, equipments, brushes, etc. complete.
250
41300
165.2
... More
28.Preparing the surfaces of all locations and finishing with two coats of Epoxy paint (Asain/Berger/Dulux or equivalent ) of approved colour and applied as per manufacturer's specifications including appropriate priming coat all as directed at site of work including all labour, materials, tools, tackles, equipments, brushes, safety belts, safety helmets, etc., complete. .
1750
371875
212.5
... More
29.Preparing the surfaces of New steel members and painting with two coats of synthetic enamel paint ) (Asian or other equivalent approved brands) of approved quality to give an even shade over a coat of primer, all as directed including all materials, labour, scaffoldings, brushes, tools, equipments, etc., complete. NOTE: 1. Necessary painting co-efficient shall be allowed as per Ch.P.A. engineering manual. 2. The above quantity is inclusive of painting co-efficient..
75
10552
140.7
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30.Loading, transporting, dumping and leveling the surplus earth/debris etc., in the low lying areas with a lead of 3 Kms from the Port premises all as per relevant specifications and as directed including all labour, transport, tools, equipments, fuel, etc., complete.
a. Surplus Earth
NOTE: 1. The tenderer shall maintain trip sheets in triplicate in Port’s approved format at his own cost for the quantity of earth transported.
2. Payment will be based on the lorry cubical contents after deduction of 20% for voids. However, the final quantity will be restricted to actual earth work quantity.
150
35775
238.5
... More
30.b.Debris NOTE: 1.The tenderer shall maintain trip sheets in triplicate in Ch.P.A's approved format at his own cost. 2. Payment will be based on the lorry cubical content. 3. No deduction of voids for debris will be made. 20% deduction of voids for surplus earth will be made. However the final quantity will be restricted to actual quantity of dismantling /demolishing items.
150
28605
190.7
... More
31.Removing the existing unserviceable GI pipe and stacking the same near by for transportation to department store / RSD and Supplying, laying and linking to correct gradient and alignment good quality 150mm GI pipe for water lines, with all required fittings like tees, bends, couplings, elbows, reducers, unions etc. along the walls, floors etc., for water supply including proper new clamps by making structural steel / existing clamps, etc., wherever required and connecting /joining and tieing the same on coloumn / beams / Tie beams with clamps and making good the disturbed portions, all as directed at site of work including all labour, materials, transport, tools, equipments, testing, etc. complete.
60
148380
2473
... More
32. Supply and fixing of the HLR flow control valve with female BSP treaded ends, (20mm length) with Stainless Steel Body as per ANSI 202 Grade, Plug,Flange – Nylon 66, (to be tested at NABL accredited lab.) Triangular notch type flow control path with opening reference scale arrangements for flow notch and Upstream & Downstream pressure checking spring loaded mouth arrangements. Working Pressure 10 KSC, (FCRI, Palgaut pressure test and flow test to be furnished) and with warranty including fixing making good the disturbed portions as per relevant specifications and as directed at site including all materials, labour, tools, equipments, testing, etc.,complete.
1
23455
23455
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