Garden Park and Fountain. SH - Providing and Fixing Prefabricated Porta cabin at Lodhi Garden.

Providing and fixing prefab cabins of required sizes with height of 3.60m from centre and 3.00 meter from side end having windows of requiredd ventillater and door with attached toilet of requried size for gents and ladies . The cabin will have the following specifications. Wall and roof:- Wall and roof panel shall be made of G.I. Sheet of minimum thickness 0.60mm on both sides of 75mm thick EPS (Expanded Polystyrene) thermocol of 16 Kilogram per cubic meter density which is sandwiched between two sheets. The G.I. sheet will have protection of a layer of Poly raisin layer on inner side of G.I.Sheet and outer part would be sand coated. The panels are further fitted at G.I.U. channels of size 50mmx75mmx50mm size of 1.5 mm thick G.I.sheets which are fitted on floor with the help of self threading screws. The wall and roof panel shall be anchored with the help of G.I. angle sections on both side of the wall which are tightened with the help of self threading screws and purlins will be provided at required intervals which are made out of rectangular hollow section 80x40x1.5mm . The walls will have one or more required number of aluminum windows three tracks sliding of 1.20 x 0.90 metre size with aluminum grill as per requirement at site and having two shutter fitted with 4 mm thick modi float glass and one shutter fitted with fly mesh. The two doors of required size with necessary fitting like aluminium sliding door bolt 250 x 16mm size, aluminum handles 125m size , tower bolts of 200mm size and aluminum door stopper etc.. The corner of walls will have G.I.angles of 75x75x1.5 mm size fitted with the help of nut and bolt. Roof will have G.I.sheet Ridge cap of Size 10" x 10" x 1.5 mm. The roof will have projection of 45cm all-round the cabin. The edges of the roof will also be covered with G.I.U. shape channel of size 50x75x50mm 1.5mm. Electrical fitting:- The inside of cabin will have two ceiling fans of 48" size of ISI mark (Bajaj), cropton, kethan or equivalent) and two slim tube light fitting (4" size) with electronic chock of (Phillips, Bajaj or equivalent) and two fancy light having twin bulbs of 40 watts each as per the sample approved. In addition to above two three pin sockets points of 5 amp and two three pin socket points of 15 amp shall be give with switches and one points of cable shall be provided inside the cabin. The electric wiring will have one main switch of 32 amp ouside the cabin. One additional slim tube light with fitting shall be fixed outside the cabin having separate switch control near the door of the cabin on the outer side of the wall. The wiring and switches shall be ISI mark of reputed make and fitting with PVC battens. Finishing :- Finish shall be done with texture paint on outer side and plastic emulsion paint on inner side. The door shall be painted with enamel paint of approved brand. The work shall be executed entirely as per direction of Engineer-in-charge and the cost of cabin shall include all the work mentioned above and scaffolding etc. outer dimensions of the cabin will be paid. The size of the cabin can vary as per availability of site. Nothing extra shall be paid for any work which is found necessary for the execution of the work but the same is not mentioned above. The rates shall include the transporation, installations and all other taxes as applicable.

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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. a) All kinds of soil.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work up to plinth level: a) 1:5:10(1cement: 5coarse sand: 10 graded stone aggregate 40mm nominal size).

Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :25 mm thick

Brick work with common burnt clay F.P.S. non modular bricks of class designation 75 in foundation and plinth in: a) Cement mortar 1:6 (1cement: 6coarse sand).

Excavating trenches of required width for pipes, cables etc. including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc and disposing of surplus excavated soil as directed, within a lead of 50m:all kinds of soil. (a) Pipes, cables etc., exceeding 80mm dia. But not exceeding 300mm dia.

Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, approved size, design & shape laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand filling the joints with fine sand etc. all complete as per the direction of engineer-in-charge.

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 coarse sand) including making joints with or without grooves (thickness of joints except at sharp curve shall not be more than 5mm) including making drainage opening where ever required complete etc as per direction of engineer-in-charge.(Length of finished of kerb edging shall be measured for payment).(Precast cc kerb stone shall be approved by Engineer-in-Charge).

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 & overflow pipes but with out fittings and the base support for tanks.

Providing, laying & jointing glazed stoneware pipes class SP-I with stiff mixture of cement mortar in the proportion of 1 : 1 (1 Cement : 1 Fine sand) including testing of joints etc. complete. (a) 150mm Diameter.