Chennai Port Trust Tender
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Chennai Port Trust - CPT Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date28 Aug 2023
Closing Date25 Sep 2023
Tender Amount₹ 4,78,87,424
Costs
EMD
₹ 9,57,800Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2023_ChPT_768671_1Bid Award Id
ViewTender No
T/WMA7/71/2023/ETender Authority
Chennai Port Trust ViewPurchaser Address
-Website
http://https://www.chennaiport.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
1.02.b.trees girth Beyond 60 cm girth upto and including 120 cm girth
5
-
-
1.03.Earth work excavation All kinds of soil by mechanical means (Hydraulic excavator) / manual means for construction of storm water drain, manhole, drain chamber etc,,including dressing of sides and ramming of bottoms, lifts, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. all as specified including all labour tools, tackles, equipments, transport,fuel,shuttering and strutting, etc complete.
3170
-
-
1.04.Providing and laying Plain Cement Concrete 1:4:8 (1cement :4 C S sand : 8 hard garnite stone aggregate of 40mm nominal size ) in volumetric proportions to the required size for storm water drain /drain chamber, and wherever required for levelling course in foundations, etc.,including mixing, transporting, placing, ramming, consolidating, curing , shuttering, etc., all as per relevant specifications, and as directed including cost of all materials, labour, tools, plants, equipment, fuel, Hire charges of Concrete Mixer, Vibrator, etc., complete.
245
-
-
1.05.Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in cement mortar 1:4 (1 cement : 4 C.S sand) for storm water drain /drain chamber,Manhole for foundation and plinth and wherever required, as directed at site of work, including cost of all materials, labour, tools, plants, equipments, fuel, etc., complete.
905
-
-
1.06.Providing and laying of Plain cement concrete of mix 1:2:4 (1 cement : 2 C.S. sand : 4 Hard granite stone aggregate 20 mm nominal size ) in volumetric proportions to the required size / slope for storm water drain /drain chamber,Manhole for footings and wherever required, including necessary form work, shuttering, strutting, mixing, transporting, placing, consolidating, curing, etc., all as directed at site of work, including cost of all materials, labour, tools, plants, equipment, fuel, Hire charges of Concrete Mixer, Vibrator, etc., complete..
270
-
-
1.07.Preparing the surfaces and floor plastering in cement mortar 1:3, (1Cement: 3 C S sand) 20mm thick finished with a floating coat of neat cement 2.2Kg/sqm for storm water drain /drain chamber,Manhole and wherever necessary all as directed at site of work including cost of all labour,materials, tools, equipments,scaffolding, curing, etc., complete.
1500
-
-
1.08.Providing wall plastering with Cement Mortar 1:5 (1Cement:5 CSsand)12mm thick for storm water drain /drain chamber,Manhole and wherever necessary all as directed at site of work including cost of all labour,materials,tools,equipments,scaffolding,curing,etc., complete.
5100
-
-
1.09.Re-Filling available excavated earth (excluding rock) in storm water drain /drain chamber,Manhole,trenches,sides of foundations etc., in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead up to 50 m and lift wherever necessary, as directed at site of work, including cost of all labour, tools, plants, equipments, fuel, etc., complete.
320
-
-
1.10.Casting, conveying and placing, Reinforced cement concrete of mix 1:1.5:3 Precast cover slab ( 1 cement : 1.5 Crushed stone sand ) : 3 hard granite graded stone aggregate of 20mm nominal size) in volumetric proportions for storm water drain /drain chamber,Manhole and wherever required to the required size all as directed with necessary lifting holes, all as per relevant specifications including shuttering ,formwork, mixing, compacting, curing, finishing the exposed concrete surface (sides & tops) with neat cement punning at 2.2 kg/Sq.m , including lifting, handling, and placing the same at designated place in correct position and alignment, including all materials, labour, tools, plants, equipments, fuel, etc., complete. 1.10.a. Pre-cast cover slab - 50 mm thick Note : Steel reinforcement will be measured and paid separately under relevant item..
98
-
-
1.10.b.Pre-cast cover slab - 200 mm thick
23
-
-
1.10.c.Pre-cast Grating cover slab - 50 mm thick
2.5
-
-
1.11.Supplying, fabricating and placing in position HYSD (Fe 500 grade or more ) TMT steel bars as reinforcement for all 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 or more TMT steel bar without claiming any extra cost.
17800
-
-
1.12.Providing and fixing of U-PVC pipes (working pressure
4 kg / sqcm) of 110mm dia conforming to IS : 13592 Type A, (Trubore / Finolex or equivalent) connecting between storm water drain to chamber and southern railway drain wherever necessary all as directed at site of work including cost of all labour, materials, tools, equipments,transport, fuel, etc., complete.
150
-
-
1.13. MS gate available size is about 6.0m x 3.1m (approx.) and reducing the bottom height to 0.5 M (Approx.) from overall height at stadium back side to increase the existing road level by concreting without damaging the near by structure all as directed at site of work including Gas cutting ,welding equipment with electrodes , fittings, holdfast, locking arrangements,including cost of all labour,tools, equipment,transporting charges, scaffoldings, etc.,complete.
1
-
-
1.14.Engaging the JCB / Hydraulic Excavator for clearing the unwanted heap of earth / debris / Fallen tree branches and leveling the uneven surface in and around the area of Tondiarpet Housing colony premises including cost of all Labour,tools,equipments,fuel,hire charges for machinery, etc., complete.
80
-
-
1.15.Loading, transporting and levelling the surplus earth and debris in the low lying areas any where with a lead of 3 Kms all as per relevant specifications and as directed including all labour, transport, tools, equipment, fuel, etc.,complete. 1.15.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.
2900
-
-
1.15.b.Debris Note: 1. The tenderer shall maintain trip sheets in triplicate in Port’s approved format at his own cost for the quantity of debris transported. 2. Payment will be based on the lorry cubical content. No deduction for voids will be made
42
-
-
1.16.Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded
legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 CS sand : 6 Hard granite stone aggregate 20 mm nominal size) complete as per design including all materials, labour, tools, plants, equipments, transport, fuel, etc., complete.
50
-
-
SCHEDULE A2 Construction of Sewer drain
-
-
-
2.01.Dismantling and removing the existing Brick work in cement mortar without damaging structure near by and conveying within a lead of 50m all as directed at site of work including cost of all labour, tools, equipment, transport, fuel, etc., complete,
2.5
-
-
2.02.Cutting and removing the existing rich mix concrete road portion without damaging structure near by for sewer drain wherever required and conveying within a lead of 50m all as directed at site of work including all labour, tools, equipments,fuel, etc., complete.
100
-
-
2.03.a.Earth work excavation All kinds of soil by mechanical means (Hydraulic excavator) / manual means for sewer drain wherever required including dressing of sides and ramming of bottoms, lifts, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. all as specified including all labour tools, tackles, equipments, transport,fuel,shuttering and strutting, etc complete.
290
-
-
2.03.b.Excavating All kinds of soil for trenches of required width for pipes, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth required, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m all as specified including all labour, tools, tackles, equipments, transport,fuel,shuttering and strutting, etc complete.
560
-
-
2.04.Providing and laying Plain Cement Concrete of mix 1:4:8 (1cement :4 C S sand : 8 hard garnite stone aggregate of 40mm nominal size ) in volumetric proportions to the required size for sewer drain, and wherever equired for levelling course in foundations, etc.,including, mixing, transporting, placing, ramming, consolidating, curing, shuttering, etc., all as per relevant specifications, and as directed including cost of materials, labour, tools, plants, equipment, fuel,Vibrating, etc., complete.
30
-
-
2.05.Providing and laying Plain Cement Concrete of mix 1:2:4 (1 cement : 2 C.S. sand : 4 Hard granite stone aggregate 20 mm nominal size ) in volumetric proportions to the required size for sewer drain and wherever required, including necessary form work, shuttering, strutting, mixing, transporting, placing, consolidating, curing etc., including all as directed at site of work, including cost of materials, labour, tools, plants, equipment, fuel, Vibrating, etc., complete.
8
-
-
2.06.Providing and laying Plain Cement Concrete of mix 1:5:10 in volumetric proportion (1 Cement: 5 C S sand: 10 hard granite stone aggregate of 40 mm nominal size) in volumetric proportions up to haunches of pipes including bed concrete as per standard design of sewer drain and wherever required,including necessary form work, shuttering, strutting, mixing, transporting, placing, consolidating, curing etc., including all as directed at site of work, including cost of materials, labour, tools, plants, equipment, fuel, Vibrating, etc., complete..
560
-
-
2.07.Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in cement mortar 1:4 (1 cement : 4 C.S sand) for sewer drain for foundation and plinth and wherever required, as directed at site of work, including cost of all materials, labour, tools, plants, equipments, fuel, etc., complete.
97
-
-
2.08.Preparing the surfaces and plastering in cement mortar 1:3, (1Cement: 3 C S sand) 20mm thick finished with a floating coat of neat cement 2.2Kg/sqm for sewer drain flooring and wherever required all as directed at site of work including cost of all labour,materials, tools, equipments,scaffolding, etc., complete
75
-
-
2.09.Providing wall plastering with Cement Mortar 1:5 (1Cement ; 5 C.S. sand) 12mm thick for sewer drain and wherever required all as directed at site of work including cost of all labour,materials, tools, equipments,scaffolding, curing,etc., complete
390
-
-
2.10.Supplying and laying of UN PLASTICIZED NON - PRESSURE POLYVINYL CHLORIDE (PVC- U) PIPES with specials FOR USE IN UNDERGROUND DRAINAGE AND SEWERAGE SYSTEMS as per IS 15328/2003 - SN8-SDR 34(S 16.5) 315mm, (Trubore / Finolex or equivalent) connecting between Manhole chamber of sewer drain and wherever required and as directed at site of work including Lowering PVC pipes and specials to trench and laying to proper grade and alignment, jointing with PVC couplers with
cement paste including cost of all labour, materials, tools, equipments,conveyance, fuel, etc., complete. Note: 1. Payment will be made for Earth work excavation and bedding concrete under seperate items.
560
-
-
2.11.Supplying and fixing of S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in Plainn cement concrete 1:2:4 (1 cement : 2 C S sand : 4 Hard granite stone aggregate 20 mm nominal size) in volumetric proportions including centering, shuttering mixing, transporting, placing, consolidating, curing etc., including all as directed at site of work, including cost of materials, labour, tools, plants, equipment, fuel, Vibrating, etc., complete.
Note:
1.Payment will be made for Excavation, Brick masonary, Benching CC 1:2:4 and 12mm thick cement plaster at the external surface under separate item.
29
-
-
2.12.Casting, conveying and placing, Reinforced cement concrete of mix 1:1.5:3 Precast cover slab 50mm thick ( 1 cement : 1.5 Crushed stone sand ) : 3 hard granite graded stone aggregate of 20mm nominal size) in volumetric proportions for sewer drain and wherever required to the required size all as directed with necessary lifting holes, all as per relevant specifications including shuttering ,formwork, mixing, compacting, curing, finishing the exposed concrete surface (sides & tops) with neat cement punning at 2.2 kg/Sq.m , including lifting, handling, and placing the same at designated place in correct position and alignment, including all materials, labour, tools, plants, equipments, fuel, etc., complete Note : Steel reinforcement will be measured and paid separately under relevant item..
3
-
-
2.13.Supplying, fabricating and placing in position HYSD (Fe 500 grade or more ) TMT steel bars as reinforcement for all 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 or more TMT steel bar without claiming any extra cost.
400
-
-
2.14.Re-Filling available excavated earth (excluding rock) in sewer drain sides of foundations etc., in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift wherever necessary, as directed at site of work, including cost of all labour, tools, plants, equipments, fuel, etc., complete.
50
-
-
2.15.Hire Charges of Suction Jeting machine 1500 PSI machine including POL and operator with helper for cleaning sewer lines in Tondiarpet Housing Colony area, including all labour, tools, equipments, transport,bleaching powder, etc., complete.
20
-
-
2.16.Loading, transporting and levelling the surplus earth and debris in the low lying areas any where with a lead of 3 Kms all as per relevant specifications and as directed including all labour, transport, tools, equipment, fuel, etc.,complete. 2.16.a. Surplus Earth
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
245
-
-
2.16.(b) Debris Note: 1. The tenderer shall maintain trip sheets in triplicate in Port’s approved format at his own cost for the quantity of debris transported. 2. Payment will be based on the lorry cubical content. No deduction for voids will be made
90
-
-
2.17.Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded
legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 CS sand : 6 Hard granite stone aggregate 20 mm nominal size) complete as per design including all materials, labour, tools, plants, equipments,transport, fuel, etc., complete.
210
-
-
SCHEDULE A3 - COMPOUND WALL
-
-
-
3.01.Dismantling and removing the existing Brick work in cement mortar and disposing with in a lead of 50m including all labour ,tools,equipment, transport, fuel, etc,.complete
280
-
-
3.02.Cutting the dead trees/fallen trees/unwanted trees in the alignment for construction of compound wall area, etc,. without distrubing the existing structure near by and conveying within a lead of 50m all as directed at site of work including all labour, tools, equipments,fuel, etc., complete 3.02.a.trees girth Beyond 30 cm girth upto and including 60 cm girth
10
-
-
3.02.b.trees girth Beyond 60 cm girth upto and including 120 cm girth
5
-
-
3.03.Dismantling RCC concrete tie beam and fencing post manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead and handing over the serviceable materials to departmental store /RSD all as directed including all labour, tools, equipments,transport, fuel, etc., complete
1
-
-
3.04.Earth work excavation All kinds of soil by mechanical means (Hydraulic excavator) / manual means for compound wall, wherever required including dressing of sides and ramming of bottoms, lifts, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m and lift required. all as specified including all labour tools, tackles, equipments, transport,fuel,shuttering and strutting, etc complete.
1090
-
-
3.05.Providing and laying Plain Cement Concrete 1:4:8 (1cement :4 C S sand : 8 hard garnite stone aggregate of 40mm nominal size ) in volumetric proportions to the required size for compound wall, and wherever equired for levelling course in foundations, etc.,including mixing, transporting, placing, ramming, consolidating, curing , shuttering, etc., all as per relevant specifications, and as directed including cost of materials, labour, tools, plants, equipment, transport, fuel, Vibrating, etc., complete.
490
-
-
3.06.Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in cement mortar 1:4 (1 cement : 4 C.S sand) for foundations and footings of compound wall and wherever required, as directed at site of work, including cost of all materials, labour, tools, plants, equipments, transport, fuel,scaffolding, curing,etc., complete.
410
-
-
3.07.Re- Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift as required. wherever necessary, as directed at site of work, including labour, tools, plants, equipments, transport, fuel, etc., complete.
190
-
-
3.08.Providing Reinforced Cement Concrete 1:1.5:3 (1 cement 1.5 CS sand 3 hard granite stone aggregate 20 mm nominal size) in volumetric proportions for plinth beam, including the cost of required centering, shuttering but, excluding cost of reinforcement wherever necessary all as directed at site of work all labour, tools, equipments, curing,transport, fuel, etc., complete. Note : Steel reinforcement will be measured and paid separately under relevant item..
78
-
-
3.09.Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in cement mortar 1:4 (1 cement : 4 C.S sand) for Brick pillaster in compound wall and wherever necessary, as directed at site of work, including cost of all materials, labour, tools, plants, equipments, transport, fuel,scaffolding, curing, etc., complete.
91
-
-
3.10.Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in cement mortar 1:6 (1 cement : 6 coarse sand)for Compound wall from plinth level to top end and wherever necessary including making horizontal and vertical grooves 10mm wide 12 mm deep complete, as directed at site of work, including cost of all materials, labour, tools, plants, equipments,transport, fuel,scaffolding,curing etc., complete.
585
-
-
3.11..Providing wall plastering with Cement Mortar 1:5 (1Cement ; 5 C.S. sand) 12mm thick for compound wall and wherever required all as directed at site of work including cost of all labour,materials, tools, equipments,scaffolding, transport, fuel, curing,etc., complete
4500
-
-
3.12.Casting and conveying of R.C.C. 1:2:4, precast fencing post of size 100 x 120mm - 1.50m height with suitable number of holes for fixing the barbed wires with necessary shuttering using cement conrete 1:2:4 (1 Cement: 2 CS sand: 4hard granite stone aggregate of 20 mm nominal size) in volumetric proportion, including necessary form work, shuttering, mixing, transporting, placing, consolidating, curing etc., including neat cement punning 2.20kg/sqm all as directed at site of work and conveying the fencing post to the location including cost of all labour, materials, equipments, tools, plants, fuel, scaffolding, etc., complete. Note : Steel reinforcement will be measured and paid separately under relevant item..
5.5
-
-
3.13.Fixing the RCC precast fencing post in correct and required alignment and position in the PCC pockets provided as directed at site including all labour, conveying, lifting, placing, scafolding, equipments, transport, fuel, curing, etc., complete.
290
-
-
3.14.Providing and laying Plain Cement Concrete of mix 1:2:4 (1 Cement: 2 C S sand: 4 hard granite stone aggregate of 20 mm nominal size) in volumetric proportion for pockets portion for fixing the fencing post, and concreting the Road Pavement, Road patch work and wherever required, including necessary form work, shuttering, strutting, mixing, transporting, placing, consolidating, vibrating, curing etc., including all as directed at site of work, including cost of all labour, materials, equipments, tools, plants, fuel, scaffolding, equipments etc., complete.
195
-
-
3.15.Supplying, transporting, Fabricating and placing in position of steel reinforcement TMT (Fe415/500grade) all as directed at site and RCC works including handling, cutting, bending, and tying them in position with 1,25mm dia black annealed steel binding wire etc., and as directed at site of work including all labour, materials, binding wire, steel reinforcement, etc., complete. Note: The rate is to include the cost of binding wire also and this will not be measured separately for payment.
2500
-
-
3.16.Dismantling barbed wire or flexible wire rope in fencing including retrived materials taken away from the site for disposal all as directed at site including cost of all labour, equipments, scaffolding, transporting,fuel etc., complete.
3000
-
-
3.17.Providing and fixing in position of Galvanised steel barbed wire of 9.38 kg per 100 metres (minimum),fencing embedded in cement concrete blocks 2 ply 4 points 12 gauge with bars 150mm horizontally and vertically 200mm centre to centre and tying with 18 gauge GI binding wire including cost of all labour, materials, equipments, scaffolding, transporting , fuel , etc., complete. Note:
(i) Payment will be made for R.C.C.posts, and concrete under separate item.
(ii) Payment will be made per metre cost of total length of barbed wire used.
11000
-
-
3.18.Supplying and fabrication M.S grill Gate, folding gate and ladder of size variying to suit the site condition with hold fast, locking arrangements all as per drawngs and as directed at site of work including applying one coat of red oxide primer by using structural steel of various sizes/ sections as available in the market and cutting.bending straightening with necessery welding with electrodes including fixing the same in position and packing the hold fast with PCC 1;2;4 mix concrete in volumetric proportion (1 cement:2 CS sand;4 stone aggregate of 20 mm nominal size) as directed at site including curing without damaging the near by structure,all labour, materials, equipments, scaffolding, transporting, fuel, etc., complete.
3200
-
-
3.19.Preparing the surface of exterior walls with through scrabbing required portion and applying Acrylic smooth exterior paint 2 coats over a one coat of primer (Asian/Berger or equilant) on new walls / old walls wherever necessary all as directed at site of work including cost of all labour, tools, equipments, transport, fuel,scaffolding, etc., complete.
7300
-
-
3.20.Preparing the surface of Old Steel member and Applying two coats of synthetic enamel paint (Asian/Berger or equilant) wherever necessary all as directed at site of work including cost of all labour, tools, equipments, transport, fuel, scaffolding, etc., complete.
50
-
-
3.21.Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable
material within 50 metre lead as directed at site including cost of all labour, tools, equipments, transport, fuel, etc., complete.
375
-
-
3.22.Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 CS sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as directed at site including cost of all labour, tools, equipments, transport, fuel, etc., complete. Note:
(i) Payment will be made only for Length of finished kerb edging.
(ii) Old kerb stones shall be supplied by the department free of cost.
375
-
-
3.23.Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 CS sand), including making joints with or without grooves (thickness of joints except at sharp curve shall
not to more than 5mm), including making drainage opening wherever required complete etc. as directed at siteincluding cost of all labour, tools, equipments, transport, fuel, scaffolding, etc., complete. Note:
(i). Payment will be made of length of finished kerb edging only. (ii) Precast C.C. kerb stone shall be approved by Engineer-in-charge before laying.
68
-
-
3.24.a.Manufacturing, supplying and fixing retro reflective Name/ Sinage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures,, including the cost of painting with two coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry,fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-in-charge. Note: (i) Structural frame work including M.S. plate to be provided separately. (ii) Rectangular area of the sheet only shall be measured for payment)
60
-
-
3.24.b.Supplying and fabrication M S Frame of required size for fixing the Retro Reflective name / signage board, the Frame made up of all outer side of 25X25X5MM L- angel and the inner bracing of 5 mm thick and 50 mm wide ms plate at every 500mm centre to centre both ends are connected to 90X90X10mm L- angel or nearest size of the structural steel as available in the market which is fixed the brick pillaster with CM1:4(1cement:4CS sand) or Earth work excavation all as per drawngs and as directed at site of work including cutting riveted, bolted or welded in built up sections, of framed work, hoisting, fixing in position and applying a priming coat of approved steel primer without damaging the near by structure,all labour, Crane ,materials, equipments, scaffolding, transporting, fuel, etc., complete.
1625
-
-
3.25.Laying of Plain Cement concrete of 40 MM Thick flooring in the ratio of 1:2:4 (1 cement : 2 CS sand : 4 Hard granite stone aggregate of 20 mm nominal size ) in volumetric proportions as directed at site and finished with a floating coat of neat cement punning 2.2kg/sqm including cost of all materials, labour, tools, equipments, transport, fuel, hire charges for mixing, curing, etc. complete.
2400
-
-
3.26.Loading, transporting and levelling the surplus earth and debris in the low lying areas any where with a lead of 3 Kms all as per relevant specifications and as directed including all labour, transport, tools, equipment, fuel, etc.,complete. 3.26.a. Surplus Earth 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
1400
-
-
3.26.(b) Debris
Note: 1. The tenderer shall maintain trip sheets in triplicate in Port’s approved format at his own cost for the quantity of debris transported. 2. Payment will be based on the lorry cubical content. No deduction for voids will be made
380
-
-
SCHEDULE A4 - Over head tank and pump room
-
-
-
4.1.Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition
for the required duration as approved and removing it there after completion of repair / rectification / improvements / painting works.The scaffolding system shall be stiffened with bracings, runners, connection with the building etc., wherever required for inspection of work at required locations with essential safety features for the workmen etc. all as directed at site including cost of all materials, labour, tools, equipments, transport, fuel etc., complete.
Note:
1.The elevational area of the scaffolding shall be measured
for payment purpose.
2.The payment will be made once irrespective of duration
of scaffolding.
3.This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done.
5200
-
-
4.2.Supplying and fabrication and Erection of steel structural frame work by using ISMB 150 section or nearest size as available in the market for Vertical and horizontal for insulation of Submergible pump in WELL and LLR,the vertical column (ISMB 150) Erected both end of well and LLR and the Tie beam ( ISMB 150) Connected to the top portion of vertical column through weld / bolt and nut of approximate height 2.5m from top level of well/LLR, The Both end vertical column are embedded aproximate 1.5 m height from the ground level throgh the concrete all as per drawngs and as directed at site of work including cutting riveted, bolted or welded in built up sections, of framed work, hoisting, fixing in position and applying a priming coat of approved steel primer without damaging the near by structure,including cost of all labour, Hiring of mobile Crane ,materials, equipments, scaffolding, transporting, fuel, etc., complete.
Note: (i) Payment will be made for Earth work excavation and concreteing under relevant items.
2300
-
-
4.3.Earth work excavation All kinds of soil by mechanical means (Hydraulic excavator) / manual means for OHTs , pump room renovation works, wherever required including dressing of sides and ramming of bottoms, lifts, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m and lift required. all as specified including cost of all labour tools, tackles, equipments, transport,fuel,shuttering and strutting, etc complete.
2.5
-
-
4.4.Providing and laying Plain cement Concrete 1:4:8 (1cement :4 C S sand : 8 hard garnite stone aggregate of 40mm nominal size ) in volumetric proportions to the required size for OHTs , pump room renovation works, and wherever equired for levelling course in foundations, etc.,including mixing, transporting, placing, ramming, consolidating, curing, shuttering, etc., all as per relevant specifications, and as directed including cost of materials, labour, tools, plants, equipment, transport,fuel, Vibrating, etc., complete.
0.6
-
-
4.5.Providing and laying Plain Cement Concrete of mix 1:2:4 (1 Cement: 2 C S sand: 4 hard granite stone aggregate of 20 mm nominal size) in volumetric proportion for pockets portion for ISMB steel structrual work and wherever required, including necessary form work, shuttering, strutting, mixing, transporting, placing, consolidating, vibrating, curing etc., including all as directed at site of work, including cost of all labour, materials, equipments, tools, plants, fuel, scaffolding, etc., complete.
1.1
-
-
4.6.Re- Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift as required. wherever necessary, as directed at site of work, including cost of all labour, tools, plants, equipments, transport, fuel, etc., complete.
1
-
-
4.7.Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities to the 25mm thickness including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as directed at site including cost of all labour, tools, plants, equipments, transport, fuel, etc., complete.
230
-
-
4.8.Applying Reebaklens RR (Rust Remover) or equilant with brush for complete wetting of rusted materials/steel surface and preparing the surface free from all dust particles and loose materials by using wire brush and applying two coat anti corresive (Nitozinc primer of Fosroc or equivalant) protective coat of approved quality all as per manufacture specification and as directed atsite of work.The rate shall include cost of materials,labour,brushes,tools plant equipment,transport,fuel etc complete.
NOTE;The paynment will be made only for actual surface area of reinforcement bars on which protective coating is applied. a. Bars upto 12mm dia.
640
-
-
4.8.b. Bars above 12mm dia.
400
-
-
4.9.Applying epoxy resin bonding agent (Nitro bond EPL of Fosroc or its equilant) -Epoxy bonding adhesive having coverage 2.20kg/ sqm of approved at the top of existing concrete surface using short haired brush and applied on the old concrete surface to receive new finish/concrete/plastering all as per manufacture specification and as directed atsite of work.The rate shall include preparing the substrate,mixing the compound,applying,cost of all materials,labour,brushes,tools plant equipment,transport,fuel etc complete. NOTE;
The new concrete/plastering shall be placed to the coated substrate,when it is in a stacky state.
210
-
-
4.10. Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 CS sand with polymer minimum 2% by wt. of cement used) 12 mm average thickness in RCC column and beams ,slabs,walls wherever necessary as per specifications and as directed at site of work including cost of all labour, tools, equipments,transport, fuel etc., complete.
210
-
-
4.11.Preparing the surface of exterior walls with scrabbing required portion and applying Acrylic smooth exterior paint two coats over a one coat of primer (Asian/Berger or equilant) on new walls / old walls of OHTs, pump room, wherever necessary all as directed at site of work including cost of all labour, tools, equipments, transport, fuel, etc., complete.
5200
-
-
4.12.Preparing the surface of Old Steel member and Applying two coats of synthetic enamel paint (Asian/Berger or equilant) wherever necessary all as directed at site of work including cost of all labour, tools, equipments,transport, fuel, etc., complete.
650
-
-
4.13.Preparing the surface of Old Wooden member and Applying two coats of synthetic enamel paint (Asian/Berger or equilant) Doors and windows wherever necessary all as directed at site of work including cost of all labour, tools, equipments, transport, fuel, etc., complete.
190
-
-
4.14.Loading, transporting and levelling the surplus earth and debris in the low lying areas any where with a lead of 3 Kms all as per relevant specifications and as directed including all labour, transport, tools, equipment, fuel, etc.,complete. 4.14.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
25
-
-
4.14.(b) Debris
Note: 1. The tenderer shall maintain trip sheets in triplicate in Port’s approved format at his own cost for the quantity of debris transported. 2. Payment will be based on the lorry cubical content. No deduction for voids will be made
50
-
-
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