KUTTIKKOL GP-2020-21-PROJ. NO. 314/21-KUTTIKOL PUBLIC TOILET CONSTRUCTION

Amount

BUS WAITING SHED CUM TOILET COMPLEX

2.9.1 : Excavation work 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 soils as directed, within a lead of 50 m.Ordinary rock

2.7.1 : Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock

od985500/2020_2021 : Laterate masonry with neatly dressed laterate stone of size 35x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.

od985508/2020_2021 : Laterate mosonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials ,labour charges etc

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

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)

5.3 : Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15⁰ landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).

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

5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform

5.9.16.2 : Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsAbove 20 cm wide

5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size

5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

11.20.3 : Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Dark shade pigment using ordinary cement

od985227/2020_2021 : Supplying and fabricating PVC Door with frame i locally available best quality including all cost of all fittings ,labor charges etc cimplete

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

13.16.1 : 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)

13.37.1 : White washing with lime to give an even shade:New work (three or more coats)

11.36 : Providing and fixing I st quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer -in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.

11.37 : Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc., complete.

11.41.2 : Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm.

13.60.1 : Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work

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

13.46.1 : Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

21.1.1.1 : Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fasteners to be paid for separately):For fixed portionAnodised aluminium (anodised transparent or dyed to required shade according to IS : 1868, Minimum anodic coating of grade AC 15)

9.48.2 : Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to openings/ wooden frames with rawl plugs screws etc

21.3.1 : Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer - in -Charge. ( Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness

50.10.2 : Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete

12.48 : Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately)

12.49 : Providing & laying on roof pressed clay tile ridge (Mangalore tile) of 20 mm thickness and of approved pattern on steel frame work complete (steel frame work to be paid separately ).

od989967/2020_2021 : Providing and fixing 150 mm dia PVC Half cut section with bracket at the end of sheet or tied roof for rain water collection including all cost of material ,conveyance and labour charged etc complete.

od985228/2020_2021 : Designing, fabricating, testing, protection, installing and fixing in position semi<br>(grid) unitized system of structural glazing (with open joints) for linear as well as<br>curvilinear portions of the building for all heights and all levels, including:<br>a) Structural analysis & design and preparation of shop drawings for the specified<br>design loads conforming to IS 875 part III (the system must passed the proof test<br>at 1.5 times design wind pressure without any failure), including functional design<br>of the aluminum sections for fixing glazing panels of various thicknesses, aluminium<br>cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps<br>etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cumsmoke<br>seals, microwave cured EPDM gaskets for water tightness, pressure<br>equalisation & drainage and protection against fire hazard including:<br>b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of<br>6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3<br>Dimentional movement for achieving perfect verticality and fixing structural glazing<br>system rigidly to the RCC/ masonry/structural steel framework of building structure<br>using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic<br>contacts with nuts and washers etc. of stainless steel grade 316, of the required<br>capacity and in required numbers.<br>c) Providing and filling, two part pump filled, structural silicone sealant and one<br>part weather silicone sealant compatible with the structural silicone sealant of<br>required bite size in a clean and controlled factory / work shop environment ,<br>including double sided spacer tape, setting blocks and backer rod, all of approved<br>grade, brand and manufacture, as per the approved sealant design, within and all<br>around the perimeter for holding glass.<br>d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick<br>and of sizes, shapes and profiles, as required as per the site conditions, to seal the<br>gap between the building structure and all its interfaces with curtain glazing to<br>make it watertight.<br>e) Making provision for drainage of moisture/ water that enters the curtain glazing<br>system to make it watertight, by incorporating principles of pressure equalization,<br>providing suitable gutter profiles at bottom (if required), making necessary holes<br>of required sizes and of required numbers etc. complete. This item includes cost<br>of all inputs of designing, labour for fabricating and installation of aluminium grid,<br>installation of glazed units, T&P, scaffolding and other incidental charges including<br>wastages etc., enabling temporary structures and services, cranes or cradles etc.<br>as described above and as specified. The item includes the cost of getting all the<br>structural and functional design including shop drawings checked by a structural<br>designer, dully approved by Engineer-in-charge.<br>The item also includes the cost of all mock ups at site, cost of all samples of the<br>individual components for testing in an approved laboratory, field tests on the<br>assembled working structural glazing as specified, cleaning and protection till the<br>handing over of the building for occupation. In the end, the Contractor shall provide<br>a water tight structural glazing having all the performance characteristics etc. all<br>complete as required, as per the Architectural drawings, as per item description,<br>as specified, as per the approved shop drawings and as directed by the Engineerin-<br>Charge.<br>Note:- 1. The cost of providing extruded aluminium frames, shadow boxes, extruded<br>aluminium section capping for fixing in the grooves of the curtain glazing and<br>vermin proof stainless steel wire mesh shall be paid for separately under relevant<br>items under this sub-head. However, for the purpose of payment, only the actual<br>area of structural glazing (including width of grooves ) on the external face shall<br>be measured in sqm. up to two decimal places.<br>Note:-2. The following performance test are to be conducted on structural glazing<br>system if area of structural glazing exceeds 2500 Sqm from the certified laboratories<br>accreditated by NABL(National Accreditation Board for Testing and Calibration<br>Laboratories), Department of Science & Technologies, India. Cost of testing is<br>payable separately. The NIT approving authority will decide the necessity of testing<br>on the basis of cost of the work, cost of the test and importance of the work.<br>Performance Testing of Structural glazing system<br>Tests to be conducted in the NBL Certified laboratories<br>1. Performance Laboratory Test for Air Leakage Test (-50pa to ? 300pa) & (+50pa to<br>+300pa) as per<br>ASTM E-283-04 testing method for a range of testing limit 1 to 200 mVhr?<br>2. Static Water Penetration Test. (50pa to 1500pa) as per ASTME- 331-09 testing<br>method for a range up to 2000 ml.?<br>3. Dynamic Water Penetration (50pa to 1500pa) as per AAMA 501.01-05 testing<br>method for a range upto 2000 ml?<br>4. Structural Performance Deflection and deformation by static air pressure test<br>(1.5 times desing wind pressure without any failure) as per ASTME-330-10 testing<br>method for a range upto 50 mm?<br>5. Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09 testing method for<br>Qualitative test? Tests to be conducted on site<br>6. Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi)<br>upto 2000ml?

17.23 : Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively.

17.28.1.1 : Providing and fixing P.V.C. waste pipe for sink or wash basin including PVC. waste fittings complete.Semi rigid pipe32 mm dia

17.1.1 : Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm Sand Cast Iron P or S trap, 10 litter low level white P.V.C.flushing cistern, including flush pipe, manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever require:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests

17.2.1 : Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:W.C. pan with ISI marked white solid plastic seat and lid

17.32.2 : Providing and fixing mirror of superior glass ( of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :Rectangular shape 453x357 mm

17.69.1 : Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour.Waste coupling 31 mm dia of 79 mm length and 62 mm breadth weighing not less than 45 gms

17.76.1 : Providing and fixing PTMT urinal cock of approved quality and colour.15 mm nominal bore, 80 mm long 42 mm high and 30 mm wide with BSP female threads weighing not less than 48 gms .

50.17.1.1 : Supplying and fixing Stainless steel soap dish including cost of materials and labour charges etc complete as per the direction of site Engineer-in-charge.

18.49.1 : Providing and fixing C.P brass bib cock of approved quality conforming to IS: 8931.15 mm nominal bore

17.7.1 : Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps

50.18.9.9.1 : Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of Joints complete as per direction of engineer in charge.110 mm dia 6Kgf/cm2

18.17.3 : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :40 mm nominal bore

18.58.1.1 : Providing and fixing PTMT grating of approved quality and colour.Circular type100 mm nominal dia

50.17.1.3 : Supplying and fixing CP Towel rod 60cm or nearest available length including cost of materials and labour charges etc complete as per the direction of site Engineer-in-charge.

50.17.1.4 : Supplying and fixing CP Health faucet good quality including cost of materials and labour charges etc. complete as per the direction of site engineer-in-charge.

50.18.7.4.2 : Providing and fixing PVC, pipes fittings including fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 32 mm dia 6 Kgf/cm2 - internal work- Exposed on wall

50.18.9.5.2 : Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints compete as per direction of Engineer in Charge. 40 mm dia 6 Kgf/cm2

50.18.9.13.2 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 25 mm dia 10 Kgf/cm2- External work - Exposed on wall

50.18.9.15.2 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 40 mm dia 6 Kgf/cm2 - External work - Exposed on wall

50.18.9.17.2 : Providing and fixing PVC pipes including fixing the pipe with clamps/clips at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 63 mm dia 4 Kgf/cm2- External work - exposed on wall

50.18.9.19.1 : Providing and fixing PVC pipes including fixing the pipe with clamps/ clips/ at 1.00 m spacing . This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 110 mm dia 6 Kgf/cm2 - External work- Exposed on wall

50.18.7.6.1 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 50 mm dia 10 Kfg/cm - Internal work- Exposed on wall

50.18.9.22.1 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 110 mm dia Elbow

50.18.9.22.5 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes including jointing with PVC solvent cement 110x110x110 mm dia Tee

50.18.9.22.10 : Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes, including jointing with PVC solvent cement -110 mm dia End Cap

18.48 : Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.

12.50 : Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.

16.68 : Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade 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 coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.

10.28 : Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)

aravindakshan

Bidder Name

aravindakshan

Mohammad Patang