Construction of Thanniyodu Bus Waiting Shed Pro.No 167-24-25

Amount

Structural Works

OD216800/2024-2025:Demolishing laterite masonry/solid blockmasonry work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar Details of cost for 1 cum

15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.

2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil

OD206820/2024-2025:Dry rubble masonry without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials,labour charges etc compete.

50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge

50.6.1.3:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure above floor two level up to floor V level thickness 20cm and above in: CM 1:6 ( 1 cement :6 coarse sand) etc complete

4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)

5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

5.22A.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Mild steel and Medium Tensile steel bars

5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

8.2.2.2:Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Area of slab over 0.50 sqm

13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

11.49.1:Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS : 15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 500x500 mm

10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes

13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work

OD208684/2024-2025:Laterite Stone Sliced Cladding-Providing and fixing dry cladding up to 10 metre heights with 20 mm thick gang saw cut laterite sliced stone with (machine cut edges) of uniform colour and size upto 30x15 cm, fixed to existing plasterd wall surface and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-Charge. (modified 7.40.1) Details of cost for 1 sqm

OD211886/2024-2025:Derived 13.52.1 Finishing with Polyurethane paint (One coat) at all locations prepared and applied as per manufacturer's specifications including epoxy based primer (One Coats), Manual preparation of surface including wire brush and papering, etc. complete. On GI works. Details of cost for 10 sqm

OD226561/2024-2025:Providing and laying 60 mm thick factory made cement concrete interlocking paver block made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of 6mm metal , filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. Details of cost of 10 sqm

OD208416/2024-2025:Providing and fixing 30mm pre-fabricated PUF sandwich panel for roof area (size, shape and colour as approved by engineer in charge)including all cost of conveyance and labour charges etc as specified and as directed by the engineer in charge. The sheet shall be fixed self drilling/self tapping screws and excluding the cost of purlins rafters and trusses and including cutting to size and shape wherever required.(Top-0.47 mm galvanised colour coated sheet ,bottom-0.40 mm Aluzinc sheet of white colour or nearest thickness GI sheet top and bottom). Details of cost of 184.518 Sqm, Add 5% wastage ,Total=193.75 Sqm

OD208949/2024-2025:Supplying and fixing square UPVC gutter 160 mm size,with MS flat 25 mmx5 mm size@60 cm c/cfixing on roof members (purlin or rafters),bolts,nuts and washers etc including making necessary connection with rain water pipes complete.

OD219482/2024-2025:Multy Woodpanel Letters-Providing and installing Letters of 15 cm to 25 cm height using muti wood panel of 18 mm thickness ,design as per departmental approved drawings,including cost of materials,CNC cutting charges,all labour charges and conveyance etc complete.

OD211546/2024-2025:Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 3mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Alumini um sheets (each0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete ,as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. Details of cost for 6.72 sqm. Width of the unit 1.6 m , Height of the unit 4.2 m Area of Single Unit 6.72 m2 Total Area 6.72 m2 No of Panels 1 no Area i/c wastage @ 5% 7.06 m2

Bidder Name

ASOKAN.P.