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Tender For Beautification Of 1.5 Km Length Puliyur Canal Bank, kodambakkam-Tamil Nadu

Chennai Metropolitan Development Authority-CMDA has published Tender For Beautification Of 1.5 Km Length Puliyur Canal Bank. Submission Date for this Tender is 30-11-2023. Canal Construction Tenders in kodambakkam Tamil Nadu. Bidders can get complete Tender details and download the document.




Tender Notice

40673700
Tender For Beautification Of 1.5 Km Length Puliyur Canal Bank
Open Tender
Indian
Tamil Nadu
kodambakkam
30-11-2023

Tender Details

Tender For Beautification Of 1.5 Km Length Puliyur Canal Bank

Key Value

Document Fees
Refer document
EMD
INR 205000.0 /-
Tender Value
Refer document

BOQ Items

Name of Work:Beautification of 1.5 Km Length Puliyur Canal Bank.
Sl. No. Item Description
1SITE CLEARING WORKS
2Clearing Heavy Jungle
3Dismantling and removing the Brick / Stone Masonry in cement mortar walls under 3m high and clearing away and carefully stacking material for reuse etc., complete complying with standard specification and as directed by the Departmental officers.
4Dismantling removing Reinforced Cement Concrete work and etc.,by mechanical means including stacking of steel bars and disposal of unserviceable material within 50m lead as per direction of Engineer in charge
5EARTHWORKS
6Earth work excavation for foundation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by thedepartmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification.
7Filling with filling sand (M Sand) in foundation and basement in layers not exceeding 15cm in depth and each layer to be well watered, rammed and consolidated as directed. Rate to include materials, loading, unloading, transportation, plant and machinery, hire and fuel charges for tools and plants and other incidental charges, royalties, seignorage and taking statutory approvals as necessary to carry out the work as complete with all respects complying with relevant standard specification, as directed by theClient / Engineer-in-charge. .
8PLAIN CONCRETE WORKS
9Cement Concrete 1:4:8 (One Cement, Four sand and Eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundationincluding dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. complete complying with standard specification
10REINFORCEMENT STEEL
11Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel grills for all RCC works as per design given including cost of steel and G.I. binding wire in all floors etc. complete complying with standard specification. (Contractor has to make his own arrangements for the supply of steel and binding wire)
12FORM WORK
13Supplying and erecting steel centering sides and soffits including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over silver oak joists of size 10cm x 6.5cm spaced at about 75cm center to center or at suitable intervals, etc. complete in all floors complying with standard specification. (Payment for centering shall be given after the concrete is laid)
14For plane surfaces such as vertical slab, side slabs of boxing, vertical drops, facia, vertical walls etc.
15REINFORCED CEMENT CONCRETE
16Providing and Laying M 30 Design Mix for all reinforced cement concrete with minimum cement content conform to IS 456-2000 using ordinary Portland cement of grade 53 from approved manufacturer, manufactured sand, 20 mm and down graded size coarse aggregates, necessary approved admixtures as per requirement. works for Raft, Grade beam, Shear wall, RCC walls, Lift walls, Plinth beams, Column, footings, Grade slab, Roof slab & beam, Curved slab, beam, Column drops, Pergola, Staircase waist and landing slab lintel, Sunshades, parapet Cum drops, Steps, canopy, window boxing slab, Loft, fins facia Planter box binders basement retaining wall, machine foundation, elevation features and other similar structures etc..excluding necessary centering, shuttering and reinforcement which shall be measured and paid separately under relevant items. Rate to include all designing the mix, batching plant, mechanical mixing, transporting and placing at all levels, leads, lifts, tools & plants, fuels, all materials, labour charges, wastages , laying, pumping the concrete to all levels, providing sleeves / openings in RCC slabs, compaction by vibrator, curing etc. as complete with all respects complying with relevant standard specification, as directed by the Engineer- in-charge
17MASONRY WORKS
18Flyash Brick work in following Cement Mortar using Fly Ash Bricks Size of 230 x 110 x 75mm size conforming to IS: 12894-1989 Class designation not less 50 kg./ sq.cm. average compressive strength in cement mortar 1:5 for load bearing structures for foundation and basement and for superstructure including curing, etc., complete complying with standard specifiction.
19Brick partition walls of 11.50cm thickness using best quality II Class Ground Moulded Chamber Burnt Bricks of size 9" x 4-3/8" x 2-3/4" in Cement Mortar 1:3 (One Cement and Three Sand) using hoop iron reinforcement if found necessary including both side plastering and curing etc. complete and as directed by the departmental officers. (Hoop iron reinforcement will be measured and paid for separately)
20PLASTERING WORKS
21Plastering with Cement Mortar 1:4 (One Cement and Three Sand) 12mm thick mixed with water proofing compound conforming to BIS at 2% by weight of cement used including finsihing, curing, etc., complete in all floors complying with standard specification and as directed by the departmental officers.
22PAINTING WOK
23Painting two coats of newly plastered wall surface with ready mixed plastic emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete complying with standard specification.
24METAL WORKS
251 Manufacturing, Supplying and Fixing of Stainless Steel Hand rails for staircase using 50mm dia 304L Grade Stainless Steel pipe of 1.60mm thick at required locations to a height of 900mm from finished floor level welded to 38mm dia Stainless Steel pipe post of 1.00mm thick as vertical at 900mm centre with 2 Nos. of 25mm dia intermediate horizontal stainless steel pipe of 1.60mm thick in between. The vertical pipe has to be welded to the 100 X 100 X 6mm MS base plate encased in the base concrete. The rate is inclusive of the charges for cutting, bending, welding, grinding, polishing, conveyance, electrical charges, etc. complete
26FLOORING WORKS
27First Quality Colour Glazed wall Tiles with following best approved quality, Designed colour Colour Glazed wall Tiles of following sizes set in Cement Mortar 1:2 (One Cement and Two sand) 6mm thick and pointing the joints with white cement mixed with colouring pigments at the rate of 0.40 Kg. / sq.m. neatly in all floors, curing, etc., complying with standard specification and as directed by the departmental officers.
28Laying Granite Slab Flooringof 20 mm thick both side machine polished edge and machine polished cutting for flooringusing CM 1:3 (one cement three sand) including labour for fixing in positionetc., complete complying with standard specification and as directed by the Departmental Officer
29Providing and Laying Granular sub base (GSB) by provided close graded material confirming to ( table 400-1) mixing in a mechanical mix plant at OMC carriage of mixed material to work site spreading in uniform layers with motor grader on prepared surface and compacted with vibratory power roller to achieve the desired dry density to the required grade and cross slope as per drawings all others incidental charges etc.complete as per clause of 401 Morth Specification using Grade III metals for Top layer
30Supplying And Fixing Interlocking Blocks Against Available Edge Restraints 80 mm Thick of Approved Design And Pattern of Strength 40 N/Sq.m. 10 mm Iss Metal With Minimum Cement Content As Applicable To M 40 Grade Concrete As Per Is-456-2000 Manufactures By Mechanical Or Hydraulic Machine Using Vibro Compaction Process And Laid Over 50 mm Thick Laying Course (Bedding) Crushed Stone Sand (M Sand) Well Compacted By Plate Compactor With A Joint Width of 2 mm To 5 mm Including Filling of All Joints With Crushed Stone Sand (M Sand) And Compacting The Paved Surface With Plate Compactor Two Or Three Times Until All The Unit-To-Unit Joints Are Completely Filled With Crushed Stone Sand (M Sand) And Trimming The EdgesNeatly Including All Labour Charges And Plate Compactor Charges Etc.Complete(Cost Inclusive of Crushed Stone Sand (M Sand)).
31Supplying And Fixing of Rubber Moulded Grey Premium Concrete Kerb of Size 450X125X300mm Using M30 Concrete. The Concrete Shall Be Moulded By Table Mount Vibrated With Polypropylene Fibers At 5% And Curing Compound. The Rate Shall Include Cost of Materials Transportation Loading Unloading Charges And All Taxes Including Necessary Earth Work Pointing With cm. 1:3 To Full Depth Curing Thread Lining Etc Complete .
32LANDSCAPING DETAILS
33Supply & stacking of red earth at site to the departmental guage for pre- measurements which is of light textured, crystalline, porous and friable and not of generally acidic or neutral but not of alkaline and should be fertile, including seignior age charges, cost of transportation, loading, unloading, stacking and inclusive of all taxes etc., complete.
34Supply of well decomposed Farm yard Manure in apowdery form, devoid of soil sand, stones, plastics and other materials, highly nutrient and whichsupports plant growth.
35Mixing charges of Red soil, sand and manureuniformly (1:1:1) for Preparation of soil mixture (excluding material cost
36Spreading of red soil, gravel or sand including watering and rolling which hand roller for every 75 mm thickness - including hire charges of roller.
37Truffing of Korean grass / mexican grass including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by thesite in-charge.
38Planting of Hibiscus hawai foliage shrub variety of height 30-45 cm in polythene bag of size 6x8 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge.
39Supplying and Planting of Wodyetia bifurcata (Foxtail palms) palm variety of height 180-210 cm in polythene bag of size 16x16 inch includingsupporting stack of 5 cm dia casurina pole of 10 feet height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge.
40Supplying and Planting of Caryota palm variety of height 180-210 cm in polythene bag of size 16x16 inch including supporting stack of 5 cm dia casurina pole of 10 feet height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge.
41Planting of Ficus benjamina green ornamental foliage Specimen plant variety of height 105-120 cm in polythene bag of size 16x16 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site incharge.
42Planting of Furcarea ornamental foliage Specimen plant variety of height 105-120 cm in polythene bag of size 16x16 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge.
43Planting of Aglaonema ornamental foliage shrub variety of height 30-45 cm in polythene bag of size 6x8 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge.
44Planting of Acalypha varieties ornamental foliage shrub variety of height 30-45 cm in polythene bag of dia 20 cm including loading and unloading charges, ntransportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavatedearth etc as directed by the site in-charge.
45Supplying and fixing in position best approved of BIS quality PVC rain water down fall pipes having a pressure of 4 kg. / sq.cm including cost of necessry PVC shoe, PVC bend, cast iron gratings of required diameter and special clamps, brass screws, nails, etc., and fixing of cast iron gratings at junction of parapet and the RCC roof slab including finishing neatly etc., complete. The rate shall be inclusive of cast of removable cast iron grating. The PVC pipe shall be fixed in wall with special type of "U" clamp at the centre of the pipe line in addition to those for more than 3.0 metre pipe length, etc., complete complying with standard specification.
46Construction of Inspection chamber of size 60x60x75cm with necessary earth work excavation, 40mm size brick jelly concretein C.M.1:4:10 ( 1 cement, 4 Crushed Stone Sand (Commercially called M-Sand) and 10 broken brick jelly)stock brick work in c.M.1:y (1 cement and 6 Crushed Stone Sand (Commercially called MSand)) for 23cmthick wall, benching, channelling and plastering, interior, exterior and top with c.M.1:3 (1 cement and 3 Crushed Stone Sand (Commercially called M-Sand)) 12mm thick and providing 7.5cm thick RCC loose slab covering in CC 1:2:4 ( 1 Cement,2 Crushed Stone Sand (Commercially called M-Sand) and 4 blue granite broken stone jelly of 12mm to 20mm size) with necessary reinforcement and arrangements to lift for cleaning purpose,etc.,complete
47Fabrication, Supply, Erection, Testing and Commissioning of whether proof CRCA sheet steel powder coated MCCB Outdoor Panel Board, made up of 2mm powder coated, including bus bar provision of double door with industrial lock with Multifunction Meter 1no, Main 160A 4Pole MCCB I/C, 5nos of 63A 4Pole MCCB"s,2nos of 32A 4Pole MCCB"s and 1no Spare Compartment for O/Gwith suitable copper bus bar (33x6mm) having three phase Multifunction meter with line indicators for erecting the indoor panel board complete etc., The above panel board is to be erected on masonary pedestal 2nos including earth excavation, for a depth of 2feet, PCC 1:2:4of 300mm depth, Construction of brick pedestal for 2.5feet height, plastering, painting etc.,
48Supply and fixing of 8 way Horizontal Triple pole and neutral MCB sheet steel enclosure distribution board with double door (metal) with 1 no. 63A 4P MCB switch as incoming and 12 nos.20A DP MCB as outgoing with Timer control On/OFF, suitable for mounting on wall surface with internal wiring and earth connections. The MCCB DB and MCB should be with ISI mark. The above panel board is to be erected on masonary pedestal 2nos including earth excavation, for a depth of 2feet, PCC 1:2:4of 300mm depth, Construction of brick pedestal for 2.5feet height, plastering, painting etc.,
49Supply and Laying of 3 1/2C x 70 sq.mm. PVC armoured LTUG cable in suitable size HDPE pipe in a trench to be excavated at a depth of 0.75 metre and refilling the earth to make good.
50Supply and Laying of 3 1/2C x 35 sq.mm. PVC armoured LTUG cable in suitable size HDPE pipe in a trench to be excavated at a depth of 0.75 metre and refilling the earth to make good.
51Supplying and laying of 2C x 10 Sq.mm PVC armoured LTUG aluminium cable in the existing trench / hume pipe including transport charges of UG cable.
52Supplying and laying of 2 C x 6 Sq.mm PVC armoured LTUG aluminium cable in the existing trench / hume pipe including transport charges of UG cable.
53Supply and fixing of brass cable gland for 31/2C x 70 sq.mm PVC LTUG armoured cable with earth connection with necessary accessories etc.
54Supply and fixing of brass cable gland for 31/2C x 35 sq.mm PVC LTUG armoured cable with earth connection with necessary accessories etc.
55Supply and fixing of brass cable gland for 2C x 10 sq.mm PVC LTUG armoured cable with earth connection with necessary accessories etc.
56Supply and fixing of brass cable gland for 2C x 6 sq.mm PVC LTUG armoured cable with earth connection with necessary accessories etc.
57Supply and providing cable end termination of 31/2 x 70 sqmm PVC LTUG Aluminium armoured cable with necessary aluminium cable sockets by crimping etc. with eelctrical connection complete and etc to complete the work.
58Supply and providing cable end termination of 31/2 x 35sqmm PVC LTUG Aluminium armoured cable with necessary aluminium cable sockets by crimping etc. with eelctrical connection complete and etc to complete the work.
59Supply and Fixing of 4.0 M height decorative conical tapered pole made of mild steel /steel tube complied with IS 1161/IS 3601, minimum of not less than 2.5-3mm mm thickness . It shall have single section, bottom dia of the pipe shall be 116 mm and top dia of 76 mm. The Pole is to be provided with a suitable surface mounting base plate (steel of grade E250 to IS 2062 : 2011) and welded at the bottom of the pole with supporting gussets .Pole shall be mounted on square base plate , suitable for mounting on 4 nos foundation bolts. The base plate dimensions shall be 200x200x12mm. with concreting and construction on masonary pedestal. The Pole Shaft/pipe should be fabricated out of Steel tube of grade YST 210/240. Poles using pre galvanised tube or hot dip galvanised through double dip process is not acceptable. The pole shaft and base plate shall be hot dip galvanized(7stage process) as per IS 2629 having minimum average DFT of 65microns before the coating of epoxy primer. Complete pole shall be treated with high quality epoxy zinc rich penetrating primer 45 microns(2 coats of primer) and thereafter coated with Polyurethane paint (to minimum average DFT of 70 microns. The pole junction box/control box shall consist of connector with built in terminals for housing 3.5 Core 25 Sq MM armoured aluminium cable. The pole shall be of ‘composite’ construction designed to ‘wind load’ corresponding to a basic wind speed of 169kmph without any deformation or damage to the structure. (Electrical accessories like wires, switches, MCB and foundation nuts & botls are not in kesslec scope)
60Supply of Kesslec DOHA 50W LED Decorative Post top Luminaire, with a grey painted top made of high pressure die casted aluminium and three supporting ribs made of high pressure die casted aluminium, a frosted polycarbonate protector (IK08) permanently sealed with the body to achieve separate IP66 optical & control gear compartments. Suitable for post top mounting on 60mm OD diameter pipe. All hardware shall be of stainless steel for longer life. The optics of the luminaire shall be designed for efficient symmetric light distribution providing excellent photometry. Design life shall not be less than 50,000 burning hours @ L70. The light engine shall incorporate mid power LEDs in the Luminaires. Overall luminous efficiency of luminaire shall be 100 Lm/W ± 7% at correlated colour temperature (CCT) of 3000K with tolerance as per ANSI standard, colour rendering index (CRI)>70. Electrical Class I, rated voltage 240Vac, Power Factor = 0.95, with BIS certified driver having internal surge protection of 4kv. Shall be supplied pre-cabled (0.3m) for easy installation etc., complete.
61Supply and Fixing of VIZAK STUD 9W LED Bollard, BIS certified with a luminaire body made of a cadmium plated steel, IP66 optical block with heat sink and a clear PC protector. Highly efficient symmetric light distribution providing excellent photometry to maximise the spacing between the bollards. Suitable for on-ground concealed mounting on 4xM10 bolts on 80mm PCD. System power of 9W, correlated colour temperature (CCT) of 3000K (optional 4000K & 5700K), colour rendering index (CRI) >70 and L70 rated lifetime of 50,000 hours. Electrical Class I, rated voltage 240Vac,IK 08 Protection, Power Factor = 0.95, with BIS certified potted driver having internal surge protection of 4/4 kV (in both Common & Differential Modes) etc., complete.
62Supply and Laying of Homogeneous Dot free LED Flexible Linear Light with high quality circuit design for stable and reliable performance, surface material should be made of Silicon with aluminium extrusion linear profile and other connecting accessories, Surface mounted flexible linear light suitable for facade edge lighting, Symmetric distribution. luminaire should have diffuse silicone based cover for soft illumination. Linear luminaire should have lumen flux in range of 900- 1000 lm per meter, Rated input supply of DC 24V constant voltage with external LED Driver, External ballast as accessory must be provided separately, Output color should be in range of 2700-3000K color temperature. The luminaire should have versatile optics : 120°, Mean rated service life L70(tq 25 °C) = 50,000 h. Luminaire body of aluminium extrusion with aluminium components. With flush-fitting cover and integral LED unit. Colour of luminaire body Grey/Silver, highly weather resistant/ powder-coated. Ingress protection rating (DIN EN 60529): IP68, impact resistance level should be suitable to site condition. The LED system with control gear unit is suitable for operation on direct voltage supply grids. The luminaire should be provided with Electrical safety class I. With aluminium channel and diffuser IP66. etc., complete.
63Supply, fixing, Testing and Commissioning of 3.2 Feet Length x 5.3 Feet Height P4 Type Outdoor LED wall standee Display Board with the following specifications :- MODULE PARAMETER LED Full Colour Dispaly : DH40 LED Type : SMD1R1G1B Pixel Pitch (mm) : 4.0 Module Resolution (W X H) : 80 x 40 Module Dimension (mm) : 320 (W) x 160 (H) Module Flatness (mm) : < 0.15 Servicing : Rear Back Shell : Plastic Recommended Cabinet Size : 960 x 960mm, Metal Folding ( Can be customized according to module size ) OPTICAL PARAMETER Single -dot Brightness Calibration : Available Single - dot Colour Cablibration : Available Brightness : > 5000 Colour Temperature (K) : 3200-9300 Adjustable Viewing Angle (Horizontal/Vertical) : 1400 Brightness Colour Uniformity : >97% Contrast Ratio : 5000 : 1 ELECTRICAL PARAMETER Max Power Consumption (W/m) : < 878 Average Power Consumption (W/m) : < 293 Input Power Voltage : AC 100-240V, 50/60 (Hz) PROCESSING PARAMETER Drive Mode : Constant Current Drive Frame Rate (Hz) : 30-120 Refresh Rate (Hz) : 1920 Colour Depth (bits) : 14-16 OPERATIONAL PARAMETER Life Span. Typ. (Hrs) : 100,000 Operating Temp (OC) : -10-45 Storage Temp (OC): -20-60 Operating Humidity (RH) : 10-90O Storage Humidity (RH) : 10-90O The rateis exclusive of GST @ 18% extra complete.
64Earthing as per the ISI specification with an earth electrode of 2.1mt class "B" GI pipe of dia not less than 40mm, with copper earth plate of size 125mm x 50mm x 6mm, with necessary funneling arrangements with necessary masonry work and with 38mm RCC cover slab for the brick masonry.
65Earthing as per PWD standard with an earth electrode of 2meter Class "B" GI pipe of dia not less than 32mm complete with necessary masonary work.
66Supply and run of 25mm x 6.25mm Aluminium flat with necessary clamps / supports on wall / floor / ground for earth connection and etc to complete the work.
67Coil Earth to Street light poles with No 8 SWG GI wire of 11.5 Mtrs of length in which 10 mtrs of total length compressed in to a coil of one meter length (75 mm to 100 mm dia) connected suitable with Hexagonel earth bolt of size 8mm to 25 mm welded on the pole at one end with a coil position fixed on the earth and etc to complete the work.
68Maintenance of garden for a period of six months including all required materials and man power etc., all inclusive.
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