Design SITC of one no Elevator Basement G plus 1 8 passenger at central Library and one no Elevator G plus 2 8 passenger at Academic Block C along with Civil works and other allied works

Design, Supply, Installation, Testing and Commissioning (SITC) of one (01) no. Elevator (G+2), 8 passenger) along with Civil works and other allied works at Academic blockC, SMVDU, Kakryal, Katra

Design, Supply, Installation, Testing and Commissioning (SITC) of one (01) no. Elevator (Basement+G+1), 8 passenger) along with Civil works and other allied works at Academic BlockC, SMVDU, Kakryal, Katra

Supply, Installation, Testing and Commissioning (SITC) of One (01) no. elevator G+2, 08 passenger at Academic block C, SMVDU, Kakryal

Capacity : 8 persons,544 kg, speed 1m/s, stops/openings :3,Floor designation G,1.2,

Demolishing cement concrete manually/by mechanical means including disposal of material within 50mt. Lead as per dirction of Engineer Incharge.

1:4:8 or leaner mix

Demolishing RCC work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50mt. Lead as per dirction of Engineer Incharge.

Dismantling of steel work manually/by mechanical means in built up section without dismambring and stacking with in 50 meters lead as per dirction of Engineer-in -charge

Dismantling of tile work in floors and roof laid in cement mortar including stacking material with in 50mt. Lead

For thickness of tile s above 25mm and upto 40mm.

Dismantling of dressed stone work ashlar face wstone work,marble work precast concree work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material with in 50 mt. lead as per the direction odf the Engineer incharge

In cement mortar

Earth work in excavation by manual means 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. All kinds of ordinary rock Earth Work.

All kind of soil

CEMENT CONCRETE (CAST-IN-SITU) 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).

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

Providing and laying in position specified gradeof reinforceed cement concrete including curing but excluding the cost of centering and shuttering. All work upto plinth level 1:1.5:3 (1 cement: 1.5 coarse sands: 3graded 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).

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level /above plinth level,Thermo Mechanical treated bars of grade Fe-500D or more

Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in: 1:6 (1 cement: 6fine sand).

Extra for tile brick masonary work with common burnt clay tile bricks in super structure above plinth level upto floor five level.

15mm Cement plaster on the rough side of single or half brick wall of mix: 1: 4 (1 cement: 4 fine sand) Plaster Both side of Bricks. Qty = 21’x45’x2 = 1890 Sft = 175.59 Sqm

Centering and shuttering including strutting, propping etc. and removal of form work for:

Foundations,footings bases of columns etc.

Suspended floors,roofa landing access platform etc.

Lintel beam,plinth beam,and cantilevers

Column pillars,abutment post and struts.

Providing and fixing 1mm thick M.S sheet door with frame of 40x40x6mm angle iron and 300 M.s Gusset plate at the junction and corner , all necessary fittings complete ,including applying a proming coat of approved steel primer

Using M.S Angle 40x40x6mm for diagonal bracing

Carriage of Stone aggregate 20 mm nominal size and above By Mechanical Transport including loading, unloading and stacking upto 40 km.

Carriage of Sand By Mechanical Transport including loading, unloading and stacking upto 25 km.

Carriage of Steel by Mechanical Transport including loading, unloading and stacking upto 50 km.

Carriage of Cement bags By Mechanical Transport including loading, unloading and stacking upto 50 km.

Carriage of Bricks By Mechanical Transport including loading, unloading and stacking upto 60 km.

P/Fixing of gang saw cut mirror polished premoulded and prepolished ,machine cut for kitchen pl;atform,vanity counters,window sill,facia and similar locations, of required size approved shade, colour and textures laid over 20 mm thick base cement mortar 1:4 (1 cement:4 coarse sand), joints treated with white cement mixed with matching pignent,epoxy touch ups,including rubbing curing moulding and polishing to edges to give high glass finish etc. complete at all levels

Granite stone of any colour and shade(area of slab over 0.5 Sqm)18mm

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

Providing and fixing structural steel work in single section ,fixed wih or without connecting plate ,including cuttinh hoisting,fixing in position and applying a priming coat of approved steel primer all complete.ISMB-150

white washing with lime to give an even shade on new work (three or more coat)

Finishing walls with Acrylic smooth exterior paint of required shade on new work (two or more coats applied @1.67 lit/10sqm) over and including priming coat of exterior paint applied @2020 kg/10sqm.

Cost of CAMC: Comprehensive Annual Maintenance (CAMC) for first Year after the completion of defect liabilty period (DLP).

Comprehensive Annual Maintenance (CAMC) for second Year after the completion of DLP.

Comprehensive Annual Maintenance (CAMC) for third Years after the completion of DLP.

Comprehensive Annual Maintenance (CAMC) for Fourth Years after the completion of DLP.

Comprehensive Annual Maintenance (CAMC) for Fifth Year after the completion of DLP.

Maintenance Free Earthing for the lift: Long life maintenance free electrolytic earthling system with 10 feet vertical k type copper not less then 2”(50.8mm)ID and not less than 0.08”(2.03mm) wall thickness ,which does not require manual addition of water .The system should be corrosion resistant pre-filled with hygroscopic powder and provided with suitable breathing and leaching ports at the ends. Rated for high fault currents bas bar rated for 10KA, fault current bus bar connection type as “Terraweld” to with hold temperature of 7000C.The earthling port shall be designed and supplied with poly plastic port cover non conductive, environment friendly and lockable. The job includes pit digging, installation of the rods, filling earth, leveling and disposal etc. Required size copper strip as per site requirement.

Electric Wiring and Lighting of Lift Well: It includes the three phase and neutral phase wiring from the mains supply (to be provided at the ground floor) to the top of the lift well by providing and fitting of electrical insulated cable – 04 sqm., single core, DbBox12Way 01 No., ELCB 4Pole 40A 300mAmp 01 No., MCB 4 Pole 40Amp 01 No., ELCB 2 Pole 32 Amp 30mamps, MCB 2 Pole 32 A 01 No., Light point with 5-pin socket and switch shall be provided in the lift well at a space not exceeding 3m. All the light point shall have control from the mains panel with SPN and conduits. Socket outlets may also be provided at a suitable place for use by the maintenance staff above the ground floor landing.

Design, Supply, Installation, Testing and Commissioning (SITC) of one (01) no. Elevator (Basement+G+1), 8 passenger) along with Civil works and other allied works at Central Library, SMVDU, Kakryal, Katra

Design, Supply, Installation, Testing and Commissioning (SITC) of one (01) no. Elevator (Basement+G+1), 8 passenger) along with Civil works and other allied works at Central Library, SMVDU, Kakryal, Katra

Supply, Installation, Testing and Commissioning (SITC) of One (01) no. elevator B+G+1, 08 passenger at Central Library, SMVDU, Kakryal

Capacity : 8 persons,544 kg, speed 1m/s, stops/openings :3,Floor designation L.G,1.2,car design: Front and Rear side glass

Demolishing cement concrete manually/by mechanical means including disposal of material within 50mt. Lead as per dirction of Engineer Incharge.

1:4:8 or leaner mix

Demolishing RCC work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50mt. Lead as per dirction of Engineer Incharge.

Dismantling of steel work manually/by mechanical means in built up section without dismambring and stacking with in 50 meters lead as per dirction of Engineer-in -charge

Dismantling of tile work in floors and roof laid in cement mortar including stacking material with in 50mt. Lead

For thickness of tile s above 25mm and upto 40mm.

Dismantling of dressed stone work ashlar face wstone work,marble work precast concree work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material with in 50 mt. lead as per the direction odf the Engineer incharge

In cement mortar

Earth work in excavation by manual means 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. All kinds of ordinary rock Earth Work.

All kind of soil

CEMENT CONCRETE (CAST-IN-SITU) 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).

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

Providing and laying in position specified gradeof reinforceed cement concrete including curing but excluding the cost of centering and shuttering. All work upto plinth level 1:1.5:3 (1 cement: 1.5 coarse sands: 3graded 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).

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level /above plinth level,Thermo Mechanical treated bars of grade Fe-500D or more

Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in: 1:6 (1 cement: 6fine sand).

Extra for tile brick masonary work with common burnt clay tile bricks in super structure above plinth level upto floor five level.

15mm Cement plaster on the rough side of single or half brick wall of mix: 1: 4 (1 cement: 4 fine sand) Plaster Both side of Bricks. Qty = 21’x45’x2 = 1890 Sft = 175.59 Sqm

Centering and shuttering including strutting, propping etc. and removal of form work for:

Foundations,footings bases of columns etc.

Suspended floors,roofa landing access platform etc.

Lintel beam,plinth beam,and cantilevers

Column pillars,abutment post and struts.

Providing and fixing of toughened glass 12 mm at the rear end of the lift well at the basement,ground floor and at the first floor along with SS- 316 Grade Stainless steel brackets & bolt assembly.

Providing and fixing 1mm thick M.S sheet door with frame of 40x40x6mm angle iron and 300 M.s Gusset plate at the junction and corner , all necessary fittings complete ,including applying a proming coat of approved steel primer

Using M.S Angle 40x40x6mm for diagonal bracing

Carriage of Stone aggregate 20 mm nominal size and above By Mechanical Transport including loading, unloading and stacking upto 40 km.

Carriage of Sand By Mechanical Transport including loading, unloading and stacking upto 25 km.

Carriage of Steel by Mechanical Transport including loading, unloading and stacking upto 50 km.

Carriage of Cement bags By Mechanical Transport including loading, unloading and stacking upto 50 km.

Carriage of Bricks By Mechanical Transport including loading, unloading and stacking upto 60 km.

P/Fixing of gang saw cut mirror polished premoulded and prepolished ,machine cut for kitchen pl;atform,vanity counters,window sill,facia and similar locations, of required size approved shade, colour and textures laid over 20 mm thick base cement mortar 1:4 (1 cement:4 coarse sand), joints treated with white cement mixed with matching pignent,epoxy touch ups,including rubbing curing moulding and polishing to edges to give high glass finish etc. complete at all levels

Granite stone of any colour and shade(area of slab over 0.5 Sqm)18mm

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

Providing and fixing structural steel work in single section ,fixed wih or without connecting plate ,including cuttinh hoisting,fixing in position and applying a priming coat of approved steel primer all complete.ISMB-150

white washing with lime to give an even shade on new work (three or more coat)

Finishing walls with Acrylic smooth exterior paint of required shade on new work (two or more coats applied @1.67 lit/10sqm) over and including priming coat of exterior paint applied @2020 kg/10sqm.

Cost of CAMC: Comprehensive Annual Maintenance (CAMC) for first Year after the completion of defect liabilty period (DLP).

Comprehensive Annual Maintenance (CAMC) for second Year after the completion of DLP.

Comprehensive Annual Maintenance (CAMC) for third Years after the completion of DLP.

Comprehensive Annual Maintenance (CAMC) for Fourth Years after the completion of DLP.

Comprehensive Annual Maintenance (CAMC) for Fifth Year after the completion of DLP.

Maintenance Free Earthing for the lift: Long life maintenance free electrolytic earthling system with 10 feet vertical k type copper not less then 2”(50.8mm)ID and not less than 0.08”(2.03mm) wall thickness ,which does not require manual addition of water .The system should be corrosion resistant pre-filled with hygroscopic powder and provided with suitable breathing and leaching ports at the ends. Rated for high fault currents bas bar rated for 10KA, fault current bus bar connection type as “Terraweld” to with hold temperature of 7000C.The earthling port shall be designed and supplied with poly plastic port cover non conductive, environment friendly and lockable. The job includes pit digging, installation of the rods, filling earth, leveling and disposal etc. Required size copper strip as per site requirement.

Electric Wiring and Lighting of Lift Well: It includes the three phase and neutral phase wiring from the mains supply (to be provided at the ground floor) to the top of the lift well by providing and fitting of electrical insulated cable – 04 sqm., single core, DbBox12Way 01 No., ELCB 4Pole 40A 300mAmp 01 No., MCB 4 Pole 40Amp 01 No., ELCB 2 Pole 32 Amp 30mamps, MCB 2 Pole 32 A 01 No., Light point with 5-pin socket and switch shall be provided in the lift well at a space not exceeding 3m. All the light point shall have control from the mains panel with SPN and conduits. Socket outlets may also be provided at a suitable place for use by the maintenance staff above the ground floor landing.

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