Construction of Marriage Hall Cum Shopping Complex Lalas Land at Roshangari Mohalla Nowhatta Srinagar (Balance Portion)

Construction of Steel Shed

Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat ofapproved steel primer all complete. Welded

Providing corrugated G. S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/vertical or curved surface) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.50 mm thick with zinc coating not less than 275 gram/m2

Providing and applying Plaster of Paris putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete

Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete: 50 x 20 mm

Keep Provision for fixing Heavy Duty Caster Wheels Swivel Type Atleast 8" in Size and capacity of 300 Kg each for Steel Shed to give it mobility all Job Complete as per the directions and specifications provided by the Engineer in Charge

Development of Main Entry

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil :

Providing/Laying stone soling including hand packing all carriages complete job

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

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

Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

Centering and shuttering including strutting, propping etc. and removal of form for.Suspended floors, roofs, landings, balconies and access platforms.Columns, pillars, piers, abutments, posts and struts.

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level . 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

P/L cement concrete- all work upto plinth level: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level

Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven storey height made with 40 mm dia M.S. tube 1.5 m centre to centre horizontal and vertical tubes joining with cup and lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffoldings for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it thereafter. 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 complete as per directions and approval of Engineer-in-charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding.

Providing and laying chisel dressed Devri Stone of size 300x200 mm face with 150 mm depth in cement mortar 1: 6 (1 cement : 6 coarse sand) upto plinth level including curing. One face dressed Fine chisel dressed

Stone work in plain ashler in cornices 100mm.in cement mortar 1:6(1 cement :6 coarse sand)including pointing with cement mortar 1:2 (1white Cement:2 stone dust)with an add mixture of pigment matching the stone shade (Devri stones fine chisled and including extra labour for rectangular pillars and arch portion and incld. all carriages upto site of work complete.

Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Welded

Painting with aluminum paint of approved brand and manufacture to give an even shade. Two or more coats on new work

Providing /fixing 25 mm dia contute pipes for electric fittings includng embedding all job complete as per specifications and directions provided by Engineer in Charge

Wiring for circuit submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface! recessed medium class PVC conduit as required.

Supplying installation, testing and commissioning of outdoor Ornamental Pole Light 35 watt Warm LED Pillar mounted Metal body light fixture including connections etc as required all job complete as per the specifications provided by Engineer in Charge

Land Development

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil :

Providing/Laying stone soling including hand packing all carriages complete job

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Flooring with Cobble Stone of Approx. Size 125X125X75mm (Thick) Laid on 25mm Average thick cement motar 1:31 Cement: 3 Coarse Sand) and jointed with grey cement slurry Mixed with pigment to match shade, laid in approved pattern and including carraige all job complete as per the direction of Engineer in Charge.

Providing and laying rough chisel dressed Devri Stone in kerbs, of size 200x200 mm face with chamfer in cement mortar 1: 6 (1 cement : 6 coarse sand) including curing.

Supply, Installation testing & Commissioning of 06 Passenger (G+2) MRL lift at shopping complex cum marraige hall at roshangar mohalla, Nowhatta, Srinagar including all the necessary civil & electrical works such as chipping of lift shaft, lighting of lift shaft with provision of 16 amp 3-pin sockets and switches at each floor inside lift shaft, closure of lift shaft by chequered plate/sheet, brick work at landing door, plastering, Filling of pit if necessary, lintel work, granite works for façade/Front wall of lift at each floor etc. The lift shall be suitable for 06 passengers, of standard design having speed of 1.0m/s serving from ground to 2nd floor i.e. 03 stops and 03 landings. The elevator shall be of state of art technology, energy efficient drive and all its components/accessories shall conform to relevant IS standards. (The Defect Liability Period (DLP) of the equipment shall be 01 year with 2 years of CMC post DLP). Machine-Gearless machine located in the shaft on the top of guiderails Power Supply-400/415 V (3 Phase AC) Car Group-Simplex Full Collective Control Traction Media To be provided by firm. Available Shaft dimensions-1500mm (W) x1800mm (D) Overhead - 4200mm. Required Pit depth-1600mm. Landing door-2 panel automatic centre opening door in stainless steel hairline/Telescopic Car Finish - stainless steel in hairline finish.. Car door and landing door finish stainless steel in hairline. Handrail-round handrail in stainless steel finish provided on rear wall of car. Alarm button in car operating panel. Automatic operation for car fan. Anti-nuisance (car call Protection) Cross Flow fan in car for ventilation Door open and door close buttons in car operating panel. Emergency light. Full load by-pass.Infra-red screen for car door. Fire Rated Doors 2 Hours. Overload function Phase failure and phase reversal protection.. Automatic rescue device in case of power failure. Attendant control.. Car Position Indicator - To be provided by firm. Fireman control. Nudging Service. Voice Synthesizer

SITC of 15 KVA servo- Stabilizers including all allied electrical appurtenances viz. cabling, L.T control panels, changeovers etc. The stabilizer should have following specifications:: a) Capacity: 15 KVA, 3-phase unbalanced type b) Input: (150-260) V AC P-N; (250-460) V AC P-P c) Output: 415 V ± 1%-phase to phase d) Supply: 3 phase, 4 wires, 50Hz e) Operation: Automatic f) Duty cycle: Continuous g) Transformer windings: Copper wound on CRGO laminations as per IS specifications h) Cooling: Oil cooled i) Efficiency: Better than 98% at full load j) Overload capacity: 15% for continuous 4 hours k) Waveform distortions: Nil 1) High speed voltage correction: up to 8V to 20V per second m) Protections: Under voltage, Over voltage and Overload with time delay Other features: LED indicators, Digital AC ammeter, AC voltmeter, Frequency meters, Phase Sequence meters, Single phase preventer, and Stabilizer by-pass arrangement. The Job includes P/F of 125 Amp 4 Pole MCCB as incomer to the Servo Stabilizer to be provided in CRC Enclosure

SITC of electrical Changeover panel comporising of 2 No. 4 Pole 100A MCCB (36KA Breaking capacity) as incommer and DG set, 100A bus bar and 4 Pole 63A MCCB (36KA Breaking capacity) as outgoing for Lifts provided in CRC enclosure.

Providing/Fitting of 3.5 Core 35 Sq mm aluminium armoured cable (XLPE) along with thimbles from power source to servo stabilizer to Change over panel to lift main pane

WATERPROOFING OF PITWATERPROOFING OF PIT Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portion (pit well) consisting of : a) ist course of applying cement slurry @4.4kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended portions including rounding off junction of vertical and horizontal surface. b)IInd course of 20mm cement plaster1:3(1 cement :3 coarse sand)mixed with water proofing compound in recommendedportion includind rounding off junction of horizontal and vertical surface.c)IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg/ sqm of area .d)IVth course of 400micron thick pvc sheet .(overlap at joints of pvc sheet should be 100mm wide and pasted to each other with bitumen @1.7 kg/sqm

Earthing Earthing with copper earth plate 600mm *600mm*3mm thick including accessories and providing masonary enclosures with cover plate having locking arrangement and watering pipe of 2.7metre long etc.with charcoal/coke and salt as required

Providing and fixing 25mm *5mm copper strip in 40mm dia GI pipe from earth electrode including connection with brass nut, bolt, spring,washer excavation and refilling etc as required

CMC DETAILS:- CMC for Two years post DLP