Chennai Port Trust Tender
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Chennai Port Trust - CPT Tender
Civil And Construction
Road Construction
Building Construction
Eprocure
Opening Date23 Jul 2024
Closing Date13 Aug 2024
Tender Amount₹ 57,02,13,656
Costs
EMD
₹ 1,14,05,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tender For Construction Of Four Exim Godowns And Development Of Concrete Roads
Description
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Contact
Tender Id
2024_ChPT_817711_1Bid Award Id
ViewTender No
T/JDC/ 44 /2024/ETender Authority
Chennai Port Trust ViewPurchaser Address
-Website
http://https://www.chennaiport.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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.
44600
1469570
32.95
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
35228
2348.55
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
29815
1987.7
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
5400
925020
171.3
b. Lift 1.5 m to 3m depth
4200
1233120
293.6
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
251955
839.85
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.
3965
26058574
6572.15
1.09 Refilling with available excavated earth (excluding boulders, rubbish, debris etc.,) in sides of foundations, basement etc. in layers not exceeding 20cm in depth, all as per relevant specification and consolidating each deposited layer by watering and ramming including all labour, material, tools, plants, equipment, transport, fuel etc., complete.
8800
1664080
189.1
1.10 Quarrying, loading, transporting, unloading and filling sea sand by mechanical means for basement and wherever required, watering and consolidating in layers not more than 200mm thick as per relevant specification, drawing and as per direction, ramming including all labour, material, tools, plants, equipment, transport, fuel etc., complete.
Note: The contractor will be allowed to quarry the required quantity of sea sand at free of cost inside the Port premises or adjacent to the area nearby upto a lead of 3 km.
4140
2708181
654.15
1.11 Supplying and Filling quarry dust in basement and wherever required as per relevant specification, drawing and as per direction, consolidating by watering and ramming including all labour, material, tools, plants, equipment, transport, fuel etc., complete.
4140
11191248
2703.2
1.12 Providing and laying Plain Cement Concrete of mix 1:2:4 (1 cement: 2 coarse sand derived from natural sources: 4 graded stone aggregate 20mm nominal size derived from natural sources) in volumetric proportions for base course and other such works, curing, carriage for all leads; excluding the cost of centering, shuttering, all as per relevant specification, drawing and as directed including all labour, material, tools, plants, equipment, transport, fuel etc., complete.
3815
28998196
7601.1
1.13 Providing and laying in position of RCC M35 design mix cement concrete (Minimum cement content 370kg/M3) upto Plinth level with ready mixed or site batched using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland / Portland slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; excluding the cost of centering, shuttering, finishing and reinforcement all as per relevant specification, drawing and as per direction including all labour, material, tools, plants, equipment, transport, fuel etc., complete.
Note: 1. Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
2. Steel reinforcement shall be measured and paid separately under relevant item of this schedule.
3.The cost of centering, shuttering and plastering if any will be measured and paid separately under relevant item of this schedule. a. RCC Footing
1840
17408976
9461.4
b. RCC Column
205
1939587
9461.4
c. RCC Plinth beam
215
2034201
9461.4
1.14 Providing and laying in position of RCC M35 design mix cement concrete (Minimum cement content 370kg/M3) above plinth level with ready mixed or site batched for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland/ Portland slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; excluding the cost of centering, shuttering, finishing and reinforcement all as per relevant specification, drawing and as per direction including all labour, material, tools, plants, equipment, transport, fuel etc., complete.
Note: 1. Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
2. Steel reinforcement shall be measured and paid separately under relevant item of this schedule.
3.The cost of centering, shuttering and plastering if any will be measured and paid separately under relevant item of this schedule. a. RCC Column
865
8480935
9804.55
b. RCC Wall
705
6912207
9804.55
c. RCC Tie beam
865
8480935
9804.55
d. RCC slab for Ramp
155
1519705
9804.55
1.15 for using extra cement in the items of design mix over and above the specified Cement content therein.
179450
1274095
7.1
1.16 Providing centering and shuttering including strutting, propping etc., and removal of form for the concrete elements/structure and as per relevant specification, drawing, carriage for all leads and as per direction including all labour, material, tools, plants, equipment, transport, fuel etc., complete. a. for Foundations, footings, bases of columns
5980
2262533
378.35
b.For RCC Walls
9360
7608276
812.85
c. For Plinth beams, tie beam and cantilever beam
5130
3840574
748.65
d. For Columns
6440
5973100
927.5
1.17 Providing Brick work in Cement Mortar 1:4 (1 cement : 4 coarse sand) with common burnt clay F.P.S. (modular) bricks of class designation 7.5 for foundation and basement as per relevant specification and as directed including curing, carriage for all leads, labour, material, tools, plants, equipment, transport, fuel etc., complete.
560
3514504
6275.9
1.18 Supplying and fabricating and placing in position of thermo mechanicaly treated (TMT) bars of grade Fe 500D or more as reinforcement for RCC members including handling, cutting, bending and tying with 1.25mm dia Black annealed binding wire as per relevant specification and drawings including carriage for all leads, labour, material, tools, plants, equipment, lifting, transport, fuel etc., complete.
655500
68204775
104.05
1.19 Preparing the surface and providing expansion joint in between columns including all labour, material, tools, equipments, fuel all as per drawing and relevant specification, etc., complete.
a) Providing Thermo Cole of 20 mm thick
200
26000
130
b. Providing 20mm MS back up rod in the expansion joint to keep proper depth.
880
90948
103.35
c. Filling the expansion joint with 3M polyurethane sealent by gun to required width and depth is half of the width.
400
526520
1316.3
1.20 Analysis, Design, Engineering, Preparation of Detailed Drawings, Manufacturing, Fabrication, Supply, Loading, Transportation to site, Unloading, Erection of STEEL PRE-ENGINEERED ROOFING SYSTEMS, for the Exim Godown of size 150.5m x 30.75m (outer to outer of Columns), consisting of Primary/ Secondary members (steel rafters, purlins, wind bracings, base plate, anchor bolt, etc) for the Steel Truss including providing staging, scaffoldings & working platforms at all heights, and removal of same after erection, including supply of anchor bolts, preparing the surface for painting and applying two coats of Epoxy paint over two coats of Epoxy Primer to structural steel members and a final correction coat of epoxy paint at site, providing and fixing 0.50 mm thk Colour coated Gavalume sheets for roofing/ Flashing and providing 600 mm Throat dia Turbo vent exhaust (wind driven) on each bay with aluminimum bottom, 2 mm thick Poly carbonate sky light sheet including frame for seating the sheets including provision for fixing solar panels, Roofing ridges with Galvalume sheets, all as per drawings and relevant specifications and as directed including all labour, fuel, materials, fixtures, equipment, scaffolding, tools, cranes etc., complete.
Note:
1. The roof truss shall be designed to withstand the loading due to Solar Panels.
2. The Contractor should submit detailed structural analysis and design report as well as drawings along with Third party certification in support of the structure offered by them from the reputed institutions such as IIT-Madras /Anna University, Chennai etc., for the approval of Chennai Port Authority.
4
207986408
51996602
1.21 Analysis, Design, Engineering, Preparation of Detailed Drawings, Manufacturing, Fabrication, Supply, Loading, Transportation to site, Unloading, Erection of PRE-ENGINEERED STEEL CANOPY over the RCC cantilever beam with necessary fixing arrangements, at the locations of Rolling shutters as shown in the drawing (with necessary drops) including providing structural steel Secondary members (purlin, cleats, bolts etc.,) providing staging, scaffoldings & working platforms at all heights, and removal of same after erection, preparing the surface for painting and applying with two coats of Epoxy paint over two coats of Epoxy Primer to structural steel members and a final correction coat of epoxy paint at site, providing and fixing 0.50mm thick colour coated Gavalume sheets for roofing / Flashing, all as per drawings and relevant specifications and as directed including all labour, fuel, materials, scaffolding ,transport, fixtures, equipment, cranes etc., complete. Note:
1.The plan area of the Canopy alone will be taken for payment purpose.
2.The RCC cantilever beam with reinforcement shall be measured and paid separately under relevant item. 3. The Contractor should submit detailed structural analysis and design report as well as drawings along with Third party certification in support of the structure offered by them from the reputed institutions such as IIT-Madras /Anna University, Chennai etc., for the approval of Chennai Port Authority.
240
2183400
9097.5
1.22 Analysis, Design, Engineering, Preparation of Detailed Drawings, Manufacturing, Fabrication, Supply, Loading, Transportation to site, Unloading, Erection of VERTICAL CLADDING with Colour coated 0.50mm thick Gavalume sheets fixed to the structural steel members (Girt, wind bracings, brackets, gusset plates, cleats, bolts etc.,) including providing staging, scaffoldings & working platforms at all heights, and removal of same after erection, preparing the surface for painting and applying with two coats of Epoxy paint over two coats of Epoxy Primer to structural steel members and a final correction coat of epoxy paint at site, including 2 mm thick Poly carbonate Day light sheet, all as per drawings and relevant specifications and as directed including all labour, fuel, scaffolding, transport, equipment and materials etc., complete. Note: 1.The vertical cladding area alone will be taken for payment purpose.
2.The Tenderer should submit detailed structural analysis and design report as well as drawings along with Third party certification in support of the Structure offered by them from the reputed firms such as IIT-Madras/ Anna university, Chennai etc., for the approval of the Chennai Port Authority.
10540
22808560
2164
1.23 Providing and laying of 52mm thick cement concrete flooring with concrete hardener topping, under layer of 40mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer of 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50kg of cement or as per manufacturer's specifications including cost of cement slurry, as per relevant specification all labour, fuel, materials, transport, equipment etc., complete.
20560
19408640
944
1.24 Supplying, fabricating and fixing Gear Operated (Mechanical type) Rolling Shutter of approved make to suit the opening of size as shown in the drawing and the guides made out of rolled M.S.Section of size 25mm wide, 65mm/75mm and 3mm thick with necessary holding clamps for fixing to the masonry or concrete jambs and lockplate made out of 3mm thick M.S.plate reinforced with an angle of 35mm X 35mm x 5 mm with two sliding locks at either end operatable from both sides with minimum of two handles and riveted to the last stride of the curtain and the curtain shall be with 19G (1mm) thickness lath sections and ends clipped with 14G (2mm) clips riveted to lath sections with 2 rivetts and with 75mm rolling centers and the roller will also be strengthened with cage type roller and ball bearings. The roller shall be fitted with a pinon wheel at one end which is in contact with a worm fitted to the bracket plate. The worm will be connected with 25mm thick gear rod and the shutter will be operated through a gear handle and a sturdy gear box and the hood cover made out of 20 gauge M.S.sheet bend in the form of hexogan or square fitting the contact of the bracket plate and screwed to the holding with welded in the bracket plate the edges will be reinforced with 25mm x 25mm x 3mm angle / collapsible gate channel including making good the disturbed portion all in sound working conditions and as directed at site of work including applying one coat of red oxide primer including all labour, materials, scaffolding, welding, tools, equipments, transport, fuel etc., complete.
Note: For recording measurements, the width shall be measured as the outer distance between the backs of the two guide channels of the rolling shutter and the height shall be distance between the still and the centre of the hood cover.
700
6319600
9028
1.25 Preparing the internal and external surfaces and providing plastering in C.M 1:4 (1 cement : 4 Fine sand) 12mm thick for walls, Columns, beams, brickwork and wherever required to the required finish, curing etc., all as per relevant specifications, drawings and as directed including all labour, materials, scaffolding, tools, equipment, transport and fuel etc., complete.
29950
10028757
334.85
1.26 Preparing the internal and external surfaces and applying 2 coats of Colour wash using water proofing cement paint of required shade for walls, Columns, beams, Brickwork and wherever required over one priming coat all as per relevant specification, drawings and as directed including all labour, materials, scaffolding, tools, equipment, transport and fuel etc., complete.
29910
5507926
184.15
1.27 Quartz blast and painting the Rolling shutters with one coat of Zinc rich Epoxy primer with minimum dry film thickness of 25 microns followed by 2 coats of coal tar epoxy paint with a total dry film thickness of 100 microns each coat all as per manufacturer's specifications and as directed including all labour, materials, scaffolding, tools, equipment, transport and fuel etc., complete.
Note: Co-efficient as stipulated in the ChPA manual shall be adopted.
1440
292464
203.1
1.28 Loading and transporting the surplus earth unserviceable materials from the work spot and taking away from the Port premises, (No Surplus earth / unusable materials shall be dumped inside the Port premises) as directed including all labour, tools, equipment, transport and fuel etc., complete.
Note:
1.The tenderer shall maintain trip sheets in triplicate in Port approved format at his own cost for the quantity of surplus earth transported.
2. Payment will be based on the lorry cubical content after deduction of 20% for voids. 3.However the final quantity will be restricted to actual quantity of earth work minus refilling quantity.
16470
5191344
315.2
1.29 Loading and transporting the debris/unusable materials from the work spot and taking away from the outside the Port premises (No Debris/unusable mateials shall be dumped inside the Port premises) as directed including all labour, tools, equipment, transport and fuel etc., complete.
Note:
1.The tenderer shall maintain trip sheets in triplicate in Port 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 the final quantity will be restricted to actual quantity of dismantling/demolition item for debris.
30
7564
252.15
2. Construction of concrete roads around the EXIM Godowns, Storm Water Drain, Cable Chase and kerb wall
-
-
-
2.01 Demolishing the existing Reinforced 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 per direction and disposal 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.
105
359756
3426.25
2.02 Cutting reinforcement bars manually/by mechanical means in RCC structures as existing at site of work to the required level, size and shape without damaging the nearby structures wherever required all as per direction and handing over the serviceable materials to departmental stores and disposal of debris within a lead of 50m (for transportation and disposing) all as per relevant specification including all labour, tools, tackles, equipment, plants, fuel etc., complete.
150
166027
1106.85
2.03 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 all foundations and other such works as directed including dressing of sides, ramming of bottom all as per relevant specification, drawing and stacking the excavated earth within a lead of 50m for transportation/ refilling as directed including all labour, tools, tackles, equipment, transport, fuel etc., complete.
a. Lift upto 1.5 m depth
8350
1430355
171.3
2.04 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres as per relevant specification, drawing and as per direction including all labour, material, tools, plants, equipment, transport, fuel etc., complete.
10500
34125
3.25
2.05 Construction of Granular Sub-base (GSB) layer of 200mm compacted thickness on the prepared subgrade by providing Close Graded Material conforming to specifications with material conforming to Grade-I (size range 75 mm to 0.075 mm) mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications, drawing and as per direction including all labour, material, tools, plants, equipment, transport, fuel etc., complete.
2100
5640600
2686
2.06 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 all 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.
1680
11041212
6572.15
2.07 Providing centering and shuttering including strutting, propping etc., and removal of form for the concrete elements/structure and as per relevant specification, drawing, carriage for all leads and as per direction including all labour, material, tools, plants, equipment, transport, fuel etc., complete.
a) for Foundations, footings, base slab of drain, chase and kerb wall etc.,
1590
601576
378.35
b) Side wall and Insitu cover slab of drain and chase
2720
2210952
812.85
2.08 Providing and laying in position PCC M35 design mix cement concrete (Minimum cement content 370kg/M3) with ready mixed or site batched for road work and wherever required; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland/ Portland slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; excluding the cost of centering, shuttering, finishing and reinforcement all as per relevant specification, drawing and as per direction including all labour, material, tools, plants, equipment, transport, fuel etc., complete.
Note: 1. Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
2. Steel reinforcement shall be measured and paid separately under relevant item of this schedule.
3.The cost of centering, shuttering and plastering if any will be measured and paid separately under relevant item of this schedule.
3150
29803410
9461.4
2.09. Providing and laying in position RCC M30 design mix cement concrete (Minimum cement content 350kg/M3) with ready mixed or site batched for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland/ Portland slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; excluding the cost of centering, shuttering, finishing and reinforcement all as per relevant specification, drawing and as per direction including all labour, material, tools, plants, equipment, transport, fuel etc., complete.
Note: 1. Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
2. Steel reinforcement shall be measured and paid separately under relevant item of this schedule.
3.The cost of centering, shuttering and plastering if any will be measured and paid separately under relevant item of this schedule.
a. For Base slab, side wall, Insitu cover slab & Kerb wall
670
6241552
9315.75
2.10 Casting, transporting and placing Precast RCC cover slabs for storm water drain/chase with ready mixed or site batched M30 design mix cement concrete (Minimum cement content 350 kg/M3) including cost of centering, shuttering, finishing etc., complete all as directed including all labour, material, tools, plants, equipment, transport, fuel etc., complete.
Note: 1. Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
2. Steel reinforcement shall be measured and paid separately under relevant item of this schedule.
a) 300mm thick
95
1038948
10936.3
b) 100mm thick
15
164044
10936.3
2.11 for using extra cement in the items of design mix over and above the specified Cement content therein.
143850
1021335
7.1
2.12 Preparing the internal and external concrete surfaces and providing plastering in C.M 1:4 (1 cement : 4 Fine sand) 12mm thick to the required finish, curing etc., all as per relevant specifications, drawings and as directed including all labour, materials, scaffolding, tools, equipment, transport and fuel etc., complete.
2050
686442
334.85
2.13 Preparing the internal and external surfaces of kerb wall/drain etc., and wherever required applying 2 coats of Colour wash using water proofing cement paint of required shade over one priming coat all as per relevant specification, drawings and as directed including all labour, materials, scaffolding, tools, equipment, transport and fuel etc., complete.
800
147320
184.15
2.14 Supplying and fabricating and placing in position of thermo mechanicaly treated(TMT) bars of grade Fe 500D or more as reinforcement for RCC members as shown in the drawings including handling, cutting, bending and tying with 1.25mm dia Black annealed binding wire as per relevant specification including carriage for all leads, labour, material, tools, plants, equipment, lifting, transport, fuel etc., complete.
Note : The rate shall be inclusive of cost of steel, binding wire and fabrication charge etc., complete. Binding wire will not be measured for payment purpose.
66300
6898515
104.05
2.15 Drilling horizontal holes of minimum dia 16mm and 350mm depth from the side face of existing cement concrete road using a hand held drilling machine, fixing the tie bars in position in the drilled holes using high performance anchoring adhesive (Forsroc or equivalent) as per manufacturer's specification and as directed including all material, (except tie bar), labour tools, equipment, plant, transport, fuel etc., complete.
Note:
12mm dia tie bars will be measured and paid separately under relevant item of this schedule.
300
17955
59.85
2.16 Supplying and laying impregnated bitumen pad of 20mm thick and 275mm depth (approx.) for expansion joints to the required length as specified in the drawing and as directed including making necessary holes in the pad for fixing in to the dowel bars including all labour, materials, transportation, tools, equipment etc., complete.
Note:
1.The rate shall include making necessary holes in the pad for fixing the same in to the dowel bars.
2.The joint filler shall comply with IS 1838 - 1983 or its latest edition
105
64648
615.7
2.17 Supplying and laying bitumen sealing compound of grade 'A' conforming to IS 1834 – 1984 (or its latest edition) for expansion joints, longitudinal joints and contraction joints as per details shown in the drawing, including painting the edges of the joint with an approved primer all as specified and as directed including all materials, labour, tools, equipment, fuel, brushes etc., complete. a) for expansion Joint
375
19350
51.6
b) For Contraction /Longitudinal joint
4000
200800
50.2
2.18 Providing, fabricating MS / TMT bars, and placing in position as dowel bars / tie bars for expansion joints / longitudinal joints for road works as per details shown in the drawing and as directed including handling, cutting, bending, all labour, materials, equipment, tools, transport, fuel etc., complete.
Note:
1.The rate is inclusive of cost of steel and fabrication charge if any .
2. Dowel bar for expansion joints (one half of the rod painted with bitumen and greased to avoid bonding with concrete) including providing necessary cap / sleeve and cotton waste all as shown in drawing and as directed at site. a. Expansion joint - Dowel bars of 16mm dia @ 200mm c/c, 600mm long
1780
181026
101.7
b. Contraction/ Longitudial joint -TMT 500D Tie bar 12mm dia @ 600 mm c/c, 600mm long
1820
186368
102.4
2.19 Supplying, transporting, fabricating and fixing in position M.S. inserts consisting of MS flat 100 x6 and 400mm long to be welded and MS flat 75x8, 200mm long to be welded with reinforcement and M.S. insert consisting of M.S. angle ISA 75x75x8mm, 350mm long welded with M.S.flat 50x8, 100mm long in cable chase as per the details shown in the drawings or as directed including all labour, materials, tools, equipments, fuel, etc., complete.
Note: 1. If the specified size of structural members are not available in the market, the nearest size may be used after approval of the Nodal officer.
2. Painting shall be paid under relevant item of this schedule.
1010
112413
111.3
2.20 Preparing the surfaces of new steel members and painting with two coats of synthetic enamel paint (make Asian or equivalent) of approved quality and colour to give an even shade over a coat of primer all as directed including all materials, labour, scaffolding, brushes, tools, tackles, 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.
15
2617
174.5
2.21 Providing and fixing good quality rigid PVC or UPVC pipe of 110mm outside diameter (Trubore / Finolex or its equivalent) and capable of withstanding pressure of (4kgf /sq.cm) for spout pipe 250mm long, embedding in the drain side all at required level and wherever required including fixing the pipes in correct alignment all as per drawings, relevant schedules and as directed, including all materials, labour, equipments, tools, plants, etc. complete.
135
9200
68.15
2.22 Providing and fixing good quality rigid PVC pipe of 75mm outside diameter (Trubore / Finolex or its equivalent) and capable of withstanding pressure of (4kgf /sq.cm) for spout pipe 500mm long, embedding in the cable chase bottom slab at required level and wherever required including fixing the pipes in correct alignment all as per drawings, relevant schedules and as directed, including all materials, labour, equipments, tools, plants, etc. complete
67
5356
79.95
2.23 Loading and transporting the surplus earth unserviceable materials from the work spot and taking away from the Port premises, (No Surplus earth / unusable materials shall be dumped inside the Port premises) as directed including all labour, tools, equipment, transport and fuel etc., complete.
Note:
1.The tenderer shall maintain trip sheets in triplicate in Port approved format at his own cost for the quantity of surplus earth transported.
2. Payment will be based on the lorry cubical content after deduction of 20% for voids. 3.However the final quantity will be restricted to actual quantity of earth work minus refilling quantity.
6230
1963696
315.2
2.24 Loading and transporting the debris/unusable materials from the work spot and taking away from the outside the Port premises (No Debris/unusable mateials shall be dumped inside the Port premises) as directed including all labour, tools, equipment, transport and fuel etc., complete.
Note:
1.The tenderer shall maintain trip sheets in triplicate in Port 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 the final quantity will be restricted to actual quantity of dismantling/demolition item for debris.
105
26475
252.15
3. Construction of Sub Station
-
-
-
3.01 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 all foundations and other such works as directed including dressing of sides, ramming of bottom all as per relevant specification, drawing and stacking the excavated earth within a lead of 50m for transportation/ refilling as directed including all labour, tools, tackles, equipment, transport, fuel etc., complete. a. Lift upto 1.5 m depth
90
15417
171.3
b) Lift 1.50m to 3.00 m depth
25
7340
293.6
3.02 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.
50
41992
839.85
3.03 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 all 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.
20
131443
6572.15
3.04 Providing and laying in position RCC M35 design mix cement concrete (Minimum cement content 370kg/M3) below plinth level with ready mixed or site batched for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland/ Portland slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; excluding the cost of centering, shuttering, finishing and reinforcement all as per relevant specification, drawing and as per direction including all labour , material, tools, plants, equipment, transport, fuel etc., complete.
Note: 1. Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
2. Steel reinforcement shall be measured and paid separately under relevant item of this schedule.
3.The cost of centering , shuttering and plastering if any will be measured and paid separately under relevant item of this schedule. a) Isolated Footing
15
141921
9461.4
b) Column
1
9461
9461.4
c) Plinth Beam below ground level
5
47307
9461.4
d) Cable chase Bottom Slab
5
47307
9461.4
e) Cable Chase side wall
6
56768
9461.4
3.05 Refilling with available excavated earth (excluding boulders, rubbish, debris etc.,) in sides of foundations basement etc. in layers not exceeding 20cm in depth, all as per relevant specification and consolidating each deposited layer by watering and ramming including all labour, material, tools, plants, equipment, transport, fuel etc., complete.
85
16073
189.1
3.06 Supplying and Filling the quarry dust in basement and wherever required as per relevant specification, drawing and as per direction, consolidating by watering and ramming including all labour, material, tools, plants, equipment, transport, fuel etc., complete.
15
40548
2703.2
3.07 Providing and laying in position RCC M35 design mix cement concrete (Minimum cement content 370kg/M3) above plinth level with ready mixed or site batched for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland/ Portland slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; excluding the cost of centering, shuttering, finishing and reinforcement all as per relevant specification, drawing and as per direction including all labour, material, tools, plants, equipment, transport, fuel etc., complete.
Note: 1. Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
2. Steel reinforcement shall be measured and paid separately under relevant item of this schedule.
3.The cost of centering , shuttering and plastering if any will be measured and paid separately under relevant item of this schedule. a. RCC Column
5
49022
9804.55
b. RCC Beam/Lintel
8
78436
9804.55
C. RCC slab, Sunshade
11
107850
9804.55
3.08 for using extra cement in the items of design mix over and above the specified Cement content therein.
2100
14910
7.1
3.09 Providing centering and shuttering including strutting, propping etc., and removal of form for the concrete elements/structure and as per relevant specification, drawing, carriage for all leads and as per direction including all labour, material, tools, plants, equipment, transport, fuel etc., complete. a) for Foundations, footings, bases of columns
48
18160
378.35
b) Plinth beams, Lintel, roof Beams etc
93
69624
748.65
c) Columns
50
46375
927.5
d) walls
30
24385
812.85
e) Roof, Sunshade etc.,
61
56498
926.2
3.10 Supplying and fabricating and placing in position of thermo mechanicaly treated(TMT) bars of grade Fe 500D or more as reinforcement for RCC members as shown in the drawings including handling, cutting, bending and tying with 1.25mm dia Black annealed binding wire as per relevant specification including carriage for all leads, labour, material, tools, plants, equipment, lifting, transport, fuel etc., complete.
Note : The rate shall be inclusive of cost of steel, binding wire and fabrication charge etc., complete. Binding wire will not be measured for payment purpose.
6300
655515
104.05
3.11 Providng Brick work with common burnt clay F.P.S. (modular) bricks of class designation 7.5 in CM1:4 (1 cement : 4 coarse sand) for foundation and basement as per relevant specification and as directed including curing, carriage for all leads, labour, material, tools, plants, equipment, transport, fuel etc., complete.
5
31379
6275.9
3.12 Providng Brick work with common burnt clay F.P.S. (modular) bricks of class designation 7.5 in CM 1:6 (1 cement : 6 coarse sand) for superstructure as per relevant specification and as directed including curing, carriage for all leads, labour, material, tools, plants, equipment, transport, fuel etc., complete.
32
194352
6073.5
3.13 Providing and laying Plain Cement Concrete of mix 1:2:4 (1 cement: 2 coarse sand derived from natural sources: 4 graded stone aggregate 20mm nominal size derived from natural sources) in volumetric proportions for base course and other such works, , curing, carriage for all leads; excluding the cost of centering, shuttering, all as per relevant specification, drawing and as directed including all labour, material, tools, plants, equipment, transport, fuel etc., complete.
6
45606
7601.1
3.14 Providing and laying of 52mm thick cement concrete flooring with concrete hardener topping, under layer of 40mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer of 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50kg of cement or as per manufacturer's specifications including cost of cement slurry, as per relevant specification all labour, fuel and materials, transport, equipment etc., complete
40
37760
944
3.15 Preparing the ceiling surfaces wherever required and providing plastering in C.M 1:3 (1 cement : 3 Fine sand) 6 to 10mm thick to the required finish, curing etc., all as per relevant specifications, drawings and as directed including all labour, materials, scaffolding, tools, equipment, transport and fuel etc., complete.
70
20293
289.9
3.16 Preparing the internal and external wall surfaces wherever required and providing plastering in C.M 1:4 (1 cement : 4 Fine sand) 12mm thick to the required finish, curing etc., all as per relevant specifications, drawings and as directed including all labour, materials, scaffolding, tools, equipment, transport and fuel etc., complete.
300
100455
334.85
3.17 Supplying and fabricating Mild steel window grill / door with steel structural members and fixing with suitable M.S clamps in position by cutting pocket of 100 mm x 100 mm size with PCC of 1:2:4 mix (1 Cement: 2 clean coarse sand: 4 hard granite graded stone aggregate of 20 mm nominal size) in volumetric proportions all as per relevant specifications, drawings and as directed, scaffolding, cutting, welding, etc., including all materials, labour, transport, tools, equipment, fuel, brushes etc., complete.
NOTE:
1. The weighment of the M.S.door and accessories will be done at site using approved weighing scale in the presence of Engineer's representative. Necessary charges for transport, weighment etc., will be borne by the contractor.
2. Paining cost shall be paid separately under relevant item of this schedule.
760
86678
114.05
3.18 Providing and fixing anodized aluminium sections for Main Frames of sliding window with Handles, locking and sliding arrangements (PVC wheels) with extruded built up standard sections approved make (HINDAL /JINDAL or equivalent) as available in the market, anodized in bronze or chocolate brown (Matt finish) or any other approved colour and shade and finish, according to IS 1868 (minimum anodized quoting of Grade AC 15), with all accessories like snap on beading (clips), cleat angles, fully threaded 75mm long metal screws, all other screws, and wooden plugs, etc., including drilling holes wherever required all as directed including all materials, labour, tools, equipments, scaffolding, transport, fuel, etc., complete.
Note :1. Aluminium sections shall be smooth, rust-free, straight, mitred and jointed mechanically wherever required and made out of aluminium alloy corresponding to IS733.
2. In case the contractor wants to adopt different sections other than the sections furnished in the drawing, he is free to do so, provided the same is from the standard manufacturer. In such an event the variation in the weight of the individual unit shall however be within (+) or (-) 10% of the weight of the sections (Standard Unit) furnished in the drawing. However payment will be be made for the actual weight of the indidual unit and in case the unit weight weighs more than the standard unit, the payment will be restricted to the variation limit indicated above.
50
23882
477.65
3.19 Providing and fixing anodized aluminium sections for Shutter Frames of sliding window with Handles, locking and sliding arrangements (PVC wheels) with extruded built up standard sections approved make ( HINDAL /JINDAL or equivalent) as available in the market, anodized in bronze or chocolate brown (Matt finish) or any other approved colour and shade and finish, according to IS 1868 (minimum anodized quoting of Grade AC 15), with all accessories like snap on beading (clips), cleat angles, fully threaded 75mm long metal screws, all other screws, and wooden plugs, etc., including drilling holes wherever required all as directed including all materials, labour, tools, equipments, scaffolding, transport, fuel, etc., complete.
Note :1. Aluminium sections shall be smooth, rust-free, straight, mitred and jointed mechanically wherever required and made out of aluminium alloy corresponding to IS733.
2. In case the contractor wants to adopt different sections other than the sections furnished in the drawing, he is free to do so, provided the same is from the standard manufacturer. In such an event the variation in the weight of the individual unit shall however be within (+) or (-) 10% of the weight of the sections (Standard Unit) furnished in the drawing. However payment will be be made for the actual weight of the indidual unit and in case the unit weight weighs more than the standard unit, the payment will be restricted to the variation limit indicated above.
20
11551
577.55
3.20 Supplying and fixing 5mm nominal thick plain glass of (Saint gobain (or) Modiguard make) for windows and wherever required, all as shown in the drawing or as directed with PVC / Neoprene gasket, snap on beading, glazing clips etc., all as per relevant specifications, drawings and as directed, including all materials, labour, tools etc., complete.
Note:
The actual area of glass provided will be measured for payment purpose.
9
13070
1452.25
3.21 Supplying, fabricating and fixing Gear Operated (Mechanical type) Rolling Shutter of approved make to suit the opening of size and the guides made out of rolled M.S.Section of size 25mm wide, 65mm/75mm and 3mm thick with necessary holding clamps for fixing to the masonry or concrete jambs and lockplate made out of 3mm thick M.S.plate reinforced with an angle of 35mm X 35mm x 5 mm with two sliding locks at either end operatable from both sides with minimum of two handles and riveted to the last stride of the curtain and the curtain shall be with 19G (1mm) thickness lath sections and ends clipped with 14G (2mm) clips riveted to lath sections with 2 rivetts and with 75mm rolling centers and the roller will also be strengthened with cage type roller and ball bearings. The roller shall be fitted with a pinon wheel at one end which is in contact with a worm fitted to the bracket plate. The worm will be connected with 25mm thick gear rod and the shutter will be operated through a gear handle and a sturdy gear box and the hood cover made out of 20 gauge M.S.sheet bend in the form of hexogan or square fitting the contact of the bracket plate and screwed to the holding with welded in the bracket plate the edges will be reinforced with 25mm x 25mm x 3mm angle / collapsible gate channel including making good the disturbed portion all in sound working conditions and as directed at site of work including applying one coat of red oxide primer and as directed including all labour, materials, scaffolding, welding, tools equipments transport fuel etc., complete.
Note: For recording measurements, the width shall be measured as the outer distance between the backs of the two guide channels of the rolling shutter and the height shall be distance between the still and the centre of the hood cover.
20
180560
9028
3.22 Providing weathering course for roof slab with brick jelly lime concrete to an average thickness of 75mm laid to necessary falls and slope with 20 mm nominal size brick aggregate and 50% lime mortar 1:2 (1 Lime putty: 2 Surkhi) rammed and finished with gur and belgiri treatment complete including rounding off junctions of roof slab with parapet wall all as per the details shown in the drawings specifications and as directed including curing all labour, materials, tools, equipments, transport, fuel etc., complete.
6
47080
7846.8
3.23 Providing and laying pressed clay tiles (as per approved pattern 20mm nominal thickness of approved size) on roofs jointed with cement mortar 1:4 (1cement : 4 crushed stone sand) 20mm average thick with required slope fixed with neat cement slurry and joints neatly pointed with white cement added with pigment to match the colour of the tiles wherever required and as directed including all materials, labour, curing, tools, equipments, etc., complete.
60
41088
684.8
3.24 Providing and fixing rigid unplasticised PVC rain water down take pipes of 110mm dia (Truebore or Finolex or equivalent) (6kgf/cm2) conforming to IS 13592 with necessary bends, shoes, specials etc., on wall with necessary PVC clamps including cutting pockets in masonry/concrete of size 100 x 100 x 100 mm embedding the clamps in PCC 1:2:4 (1 cement: 2 coarse sand : 4 graded hard granite stone aggregate of 20 mm nominal size) and making good the disturbed portions of wall curing including joining the pipe with suitable adhesives all as per drawing relevant specifications and as directed including all labour, materials, tools, equipments, scaffolding etc., complete.
10
3298
329.8
3.25 Preparing the ceiling surfaces and applying 2 coats of white wash using water proofing cement paint of required shade over one priming coat all as per relevant specification, drawings and as directed including all labour, materials, scaffolding, tools, equipment, transport and fuel etc., complete.
70
7626
108.95
3.26 Preparing the internal and external surfaces of walls, Column and Beams etc., wherever required applying 2 coats of Colour wash using water proofing cement paint of required shade over one priming coat all as per relevant specification, drawings and as directed including all labour, materials, scaffolding, tools, equipment, transport and fuel etc., complete.
300
55245
184.15
3.27 Quartz blasting and painting the Rolling shutters with one coat of Zinc rich Epoxy primer with minimum dry film thickness of 25 microns followed by 2 coats of coal tar epoxy paint with a total dry film thickness of 100 microns each coat all as per manufacturer's specifications and as directed including all labour, materials, scaffolding, tools, equipment, transport and fuel etc., complete.
Note: Co-efficient as stipulated in the ChPA manual shall be adopted.
40
8124
203.1
3.28 Preparing the surfaces of new steel members and painting with two coats of synthetic enamel paint (Asian/Berger/Dulux or equivalent) of approved quality and colour to give an even shade over a coat of zinc chromate primer all as directed including all materials, labour, scaffolding, brushes, tools, tackles, 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.
50
8725
174.5
3.29 Supplying, fabricating and fixing in position of MS chequered Plate 10mm thick with provision for handle in the cable chase and wherever required all as per relevant specifications and as directed all materials, labour, tools, equipments, scaffolding etc., complete.
Note:
Painting with two coats of synthetic enamel paint over a coat of zinc chromate primer will be measured and paid under relevent item of this schedule.
1500
177825
118.55
3.30 Supplying, transporting, fabricating and fixing in position of M.S. angle ISA 75x75x8mm, 500mm long welded with M.S.flat 50x8mm, 100mm long in cable chase for cable/pipe line support, cutting pockets of size 150mmx150mm and depth 150mm including providing PCC 1:1.5:3(1 Cement: 1.5 coarse sand : 3 Coarse aggregate) using hard granite stone aggregate of 20mm nominal size in volumetric proportions for filling the pockets as per the details shown in the drawings and as directed curing, all labour, materials, tools, equipments, fuel, etc., complete.
Note: 1. If the specified size of structural members are not available in the market, the nearest size may be used after approval of the Nodal officer.
2. Painting with two coats of synthetic enamel paint over a coat of zinc chromate primer will be measured and paid under relevent item of this schedule.
100
11130
111.3
3.31 Loading and transporting the surplus earth unserviceable materials from the work spot and taking away from the Port premises, (No Surplus earth / unusable materials shall be dumped inside the Port premises) as directed including all labour, tools, equipment, transport and fuel etc., complete.
Note:
1.The tenderer shall maintain trip sheets in triplicate in Port approved format at his own cost for the quantity of surplus earth transported.
2. Payment will be based on the lorry cubical content after deduction of 20% for voids. 3.However the final quantity will be restricted to actual quantity of earth work minus refilling quantity.
30
9456
315.2
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