solid waste

Amount

tipping shed 25*17 mtr

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 or plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil

Filling available excavated 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 50m and lift upto 1.5m.

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.

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 : 4coarse sand : 8 graded stone aggregate 40 mm nominal size).

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work up to plinth level : 1:3:6 ( 1 cement : 3 coarse sand(zone-III) : 6 graded stone aggregate 20 mm nominal size).

Providing and laying in position machine batched and machine mixed design mix M -25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge."(Note:Cement content considered in this item is @330 kg/cum."Excess/ less cement used as per design mix is payable/recoverable separately). All works upto plinth level

Providing and laying in position machine batched and machine mixed design mix M 25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge."(Note:Cement content considered in this item is @330 kg/cum."Excess/ less cement used as per design mix is payable/recoverable separately). All works above plinth level upto floor V level

Steel reinforment for R.C.C. work including straighting, cutting bending, placing in position and binding all complete upto plinth level. Thermomechanically Treated bars of grade Fe500D or more.

Centering and shuttering including strutting, propping etc. and removal of forms for all heights : Foundations, footing, bases of columns, etc. for mass concrete.

Columns, Pillers, Piers, Abutments, Posts and Struts

Lintels, beams, plinth beams, girders, bressumers and cantilevers

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement :6 coarse sand)

52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix:2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete

Providing 12 mm cement plaster (1:6) with clean fine sand inner side

Structural steel work riveted, bolted or welded 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.

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 with zinc coating 120 thickness 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 (5.5x 55 mm) 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.

Providing and fixing precoated galvanized steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, 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 using self drilling/ self tapping screws complete: Ridges plain(500-600mm)

Providing and fixing precoated galvanized steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, 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 using self drilling/ self tapping screws complete: Gutter (600mm over all girth)

Boundary Wall

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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layer not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and lift upto 1.5m

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 : 4coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size).

Providing and laying in position machine batched and machine mixed design mix M -25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge."(Note:Cement content considered in this item is @330 kg/cum."Excess/ less cement used as per design mix is payable/recoverable separately). All works upto plinth level

Providing and laying in position machine batched and machine mixed design mix M -25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge."(Note:Cement content considered in this item is @330 kg/cum."Excess/ less cement used as per design mix is payable/recoverable separately). All works above plinth level upto floor V level

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

Centering and shuttering including strutting, propping etc. and removal of form for all heights: Columns, Pillars, Piers, Abutments, Posts and Struts

Bricks work with common burnt clay F.P.S. ( non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement :6 coarse sand)

15 mm cement plaster on the rough side of single or half brick wall of mix: 1:6 (1 cement: 6 fine sand)

Finishing walls with premium Acrylic Smooth exterior paint with silicone additives of required shade: new Work (two or more coats applied @ 1.43Ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20kg/10 sqm)

Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc, complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. with G.I. barbed wire

Supplying at site Angle iron post & Strut of required size including bottom to be split and bent at right angle in opposite direction for 10cm length and drilling holes upto 10mm dia. etc.complete.

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

ENTRY GATE

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 steel windows by welding.

SECURITY CABIN

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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layer not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and lift upto 1.5m

Supplying and filling in plinth with sand under floors, including watering, ramming , consolidating and dressing complete.

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 : 4coarse sand : 8 graded stone aggregate 40 mm nominal size).

Bricks work with common burnt clay F.P.S. ( non modular) bricks of class designation 7.5 in foundation and plinth in : Cement mortar 1:4 (1 cement : 4 coarse sand)

Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand (zone-III) : 4 graded stone aggregate 12.5 mm nominal size)

Brick work with common burnt clay F.P.S. ( non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 ( 1 cement : 6 coarse sand)

Providing and laying in position machine batched and machine mixed design mix M -25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. "(Note:Cement content considered in this item is @330 kg/cum."Excess/ less cement used as per design mix is payable/recoverable separately). All works above plinth level upto floor V level

Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately) : Saal wood

Providing and fixing paneled or paneled and glazed shutter for doors, windows and clerestory windows, including ISI marked M.S. pressed but things bright finished of required size with necessary screws, excluding paneling which will be paid for separately, all complete as per direction of Engineer-in-Charge, 35mm thick shutters

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

12mm cement plaster on the rough side of single or half brick wall of mix: 1:6 ( 1 cement : 6 fine sand)

40 mm thick cement concrete flooring with concrete hardener topping, under layer 40mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix: 2 graded stone aggregate 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.

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

With ready mixed pink or Grey primer of approved brand and manufacture on wood work ( hard and soft wood)

Painting with oil type wood preservation of approved brand and manufacture: New work ( two or more coats)

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement: 2 fine sand) including testing of joints etc. complete: 100mm dia. R.C.C. pipe

SUB HEAD- I SCHEDULED ITEMS --WIRING

WGSTLPT Point wiring in PVC conduit, with modular type switch.

Wiring for light point/ fan point/ exhaust fan point/call bell point with 1.5 sq/mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required. Group B

WGSTLPP2 Power plug wiring in PVC conduit (2x4 sq.mm)

Wiring for light /power plug with 2x4 sq.mm FR PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 1 No 4 sq.mm FR PVC insualted copper conductor single core cable for loop earthing as required.

TLWGEC Telephone wiring in PVC conduit:

Supplying and drawing following pair 0.5mm dia FRLS PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required. 2pair

PVCCON S/F PVC conduit:

Supplying and drawing fixing of following sizes of PVC conduit along with accessories in surface/recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required. 25 mm

MB S/F metal boxes:

Supplying and fixing metal box of following sizes ( nominal size) on surface or in recesswith suitable size of phenlic laminated sheet coer in front including painting etc as required. 75mm x 75mm x 60mm deep

PTSWEB S/F modular type switch/ socket:

Suppling and fixing following midular switch/socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.

5/6 amps switch

3 pin 5/6 amp socket outlet

Telephone socket outlet

MODFREB S/F modular type electronic fan regulator:

Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required.

PPACCPT S/F power plug point modular type accessories:

Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 &15/16 amps modular switch, connection etc. as required.

CREB S/F ceiling rose:

Supplying and fixing 3 pin, 5 amp. Ceiling rose on the existing junction box/ wooden block including connection etc. as required

ITCFFSUR ITC fluorescent fitting directly on surface:

Installation, testing and commissioning of pre-wired, fluorescent fitting/ compact fluorescent fitting of all types, complete with all accessories and tube etc. directly on ceiling/ wall, including connection with 1.5 sq.mm FR PVC insulated, copper conductor, single core cable and earthing etc. as required.

ITCCFFC ITC ceiling fan with cover on fan box:

Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq.mm FR PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required.

Providing and fixing circular/ Hexagonal cast iron or M.S. Sheet box for ceiling fan clamp of internal dia 140mm, 73mm height, top lid of 1.5mm thick M.S.Sheet with its top surface hackedfor proper bonding, top lid shall be screwed into the cast iron/ M.S.Sheet box by means of 3.3mm dia. round headed screws, one lock at the corners. Clamp shall be made of 12mm dia M.S. bar bent to shape as per standard drawing.

Sub head - II ( Non scheduled/ Extra Items)

Ceiling Fan Supply of AC 230/250 volts, 50 Hz energy efficient ceiling fan with standard down rod, blades, 2 nos. caps etc. complete (Make: Bajaj/ Crompton/ Havells) 1200mm sweep

Supply of following sizes of PVC sheathed LT XLPE armoured, aluminium 1.1KV grade, as required of the following sizes.

3.5c x 50 sq.mm cable

4c x 10 sq.mm cable

STORM WATER DRAIN

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas ( exceeding 30cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m, as directed by Engineer-in - charge. All kind of soil.

Filling available excavated earth( Excluding rock)in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and lift upto 1.5m.

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 ( zone-III) : 8 graded stone aggregate 40mm nominal size)

Brick work with common burnt clay F.P.S. ( Non modular) bricks of class designation 7.5 in foundation and plinth in : Cement mortar 1:6 ( 1 Cement : 6 coarse sand)

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

15mm cement plaster on the rough side of single or half brick wall of mix : 1:4 ( 1 cement: 6 fine sand)

Green Belt 213 m

Nos of plants in 2m x 2m grid taking distance 2m difference between two plant

trenching in ordinary soil up to a deapth of 60 cm including removal and stacking of serviceable materials and neatly levelling with in lead of 50 m and making up the treanched area to proper levals by fitting with earth or earth mix with sludge or/and manure before and after flooding treanch with water

3.50 m wide Concrete Road 130 m

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas ( exceeding 30cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m, as directed by engineer in charge.all kind of soil.

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth , dreassing to camber and consolidating with road roller including making good and undulation etc and re-rolling sub grade and disposal of surplus earth with lead upto 50 meters.

Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete

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 ( zone-III) : 8 graded stone aggregate 40mm nominal size)

Provinding and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for Reinforced cement concrete work,using cement contant as per approve design mix, including pumping of concrete to site of laying but excluding the cost of centering ,shuttering ,finishing and reinforcement,including admixtures in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve work ablity without impairing Strength and durability AS per direction of Engineer -incharge

Compost Shed 25 x 10 m

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas ( exceeding 30cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m, as dir

Filling available excavated earth( Excluding rock)in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and lift upto 1.5m.

supplying and filling in plinth with sand under floors ,including watering,ramming,consolidating and dressing complete.

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 ( zone-III) : 8 graded stone aggregate 40mm nominal size)

Provinding and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for Reinforced cement concrete work,using cement contant as per approve design mix, including pumping of concrete to site of laying but excluding the cost of centering ,shuttering ,finishing and reinforcement,including admixtures in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve work ablity without impairing Strength and durability AS per direction of Engineer -incharge

Provinding and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for Reinforced cement concrete work,using cement contant as per approve design mix, including pumping of concrete to site of laying but excluding the cost of centering ,shuttering ,finishing and reinforcement,including admixtures in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve work ablity without impairing Strength and durability AS per direction of Engineer -incharge

steel reinforcement for r.cc work including straightening ,cutting bending,placing in position and binding all complete up to plinth level .thermo mechanically treated bars of grade fe-500D or more

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

columns,pillars,piers,Abutments,posts and struts

lintels ,beams,plinth beam,gridders,bressumers and cantilevers

Brick work with common burnt clay F.P.S. ( Non modular) bricks of class designation 7.5 in foundation and plinth in : Cement mortar 1:6 ( 1 Cement : 6 coarse sand)

52mm thick cement concrete flooring with concrete hardener topping ,under layer 40 mm thick cement concrete 1:2:4(1 cement :2coarse sand :4 graded stone aggegate 20 mm nominal size) and top layer 12mm thick cement hardner consisting of mix 1:2 (1 cment hardener mix :2 graded stone aggaricate 6 mm nominal size) by volume , hardening compound mixed @ 2 liter per 50 kg of cement or AS per manufacturer's specifications. this includes cost of cement slurry, but excluding the cost of nosinf of steps etc complete.

Providing 12 mm cement plaster (1:6) with clean fine sand inner side

stuctural steel work reveted,bolted or welded in built up section,trusses and framed work up, including cutting,hoisting fixing in position and applying a priming coat of approve steel primer all complete.

Yashwant Singh Rawat