Public Works Department Tender
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Public Works Department - PWD Tender
Solid Waste Management
Eprocure
Opening Date16 Aug 2024
Closing Date5 Sep 2024
Tender Amount₹ 1,00,00,000
Costs
EMD
₹ 2,00,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Establishment Of Pasteurized Compost Making Unit 35 Mt For Promotion
Description
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Contact
Tender Id
2024_PWDJK_257686_1Bid Award Id
ViewTender No
MHDR/TECH/2024-25/10Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://jkpwdrb.nic.in/
GEM & Bid Advisory Services
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BOQ Items
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Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for column
Quantity =2(200’x2’) + 12(12’x5’) = 1520 Sft = 141.21 Sqm
SH. 4.6.1
141.21
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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 upto 50 m and lift upto 1.5 m.
Quantity = 2 (200’x2’x3’’) + 12(12’x3’x3’’) + (60x40x1’-6”) =3908 Cft = 110.66 Cum SH. 2.11
110.66
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Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in Cement mortar 1:6 ( 1 cement : 6 coarse sand)
Parapit along the boundary of platform = 200’x1’-6’’ x1’-6’’= 450Cft = 12.74 Cum
SH. 6.1.5
12.74
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15mm Cement plaster on the rough side of single or half brick wall of mix:1 : 4 ( 1 cement : 4 fine sand)
Parapit =4( 60’x1’-6’’) + 4(40’x1’-6’’) + (200’x1’-6’’) + (200’x2’) = 1300 Sft= 120.77Sqm
SH.13.2.1
120.77
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo-Mechanically Treated bars of grade Fe-500D or more
10mm Plinth Tie Beam = 200’x6 = 1200’
10mm Raft for floor (60’x40’) = 60’x80 + 40’x120 = 9600’
10mm Mesh for Foundations (3’x3’) = 12(3’x7 + 3’x7) = 504’
8mm Rings for Tie Beam =3’ x 400 = 1200’
16mm Column Foundation = 12(6’x6) = 432’
8mm Rings for Columns = 12(4’x10) = 480’
Total 10mm = 1200’+ 9600’+504’ = 11304’ = 3445.45m@0.617Kg/m = 2125.84 Kg Total 16mm = 432’= 131.67m@1.58Kg/m = 208.03 Kg
Total 8mm = 1200’+480’ = 1680’ = 512.06m@0.395Kg/m = 202.26 Kg
Total = 2536.13 Kg
SH. 5.22.6
2536.13
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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 1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size
Plinth = 200’x2’x4’ = 1600 Cft
Foundations = 12(3’x3’x3’) + 12(2’x2’x2’) = 249.75 Cft
Floor Raft = 60’x40’x6” = 1200 Cft
Total Quantity = 3049.75 Cft = 86.35 Cum
(SH. 5.1.2)
86.35
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Steel work welded in built up section/framed work including cutting, hosting, applying a priming coat using structural steel. In gratings, frames, guard bard, ladders, railings etc. trusses including primer and enamel paint including nut bolts, kingpost, struts etc.
CGI Shed of size 60’x40’ 12 Nos. Column Square Hollow Pipe Section(150x150x4mm) = 12x20’ = 240’ =73.15m@ 30.83Kg/m= 1317 Kg
Rectangular Hollow Pipe SectionTruss/Tie Members(100x50x4mm) =40x10, 42x6 + 32’x6 + 45’x6 + 64’x12 = 1882 ’ = 574 @8.59kg/m = 4879 Kg MS Square Plate of size (300 x 300 x 8mm) @ 47.1 kg per Sqm
Columns = 12 Nos with plates at both ends = 12x1’x1’ = 12Sft = 1.11 Sqm
Total = 2(2x1.11x 47.1) = 1255 Kg column and trusses
40 MS Anchor Bolts of size 20mm x 750mm(48Nos) 48x2'-6" = 180' = 54.86m@2.5kg per metre =137 Kg Total = = 7588 Kg (SCH-10.2.2)
7588
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Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface.
Quantity = 120.77 Sqm
SH.13.52
120.77
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Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade. Two or more coats on new work.
Quantity = 120.77 Sqm
SH.13.69
120.77
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Applying priming coat: With ready mixed red oxide Zinc Chromate primer of sqmsqm 63.15 59.95 13.0 (Finishing) 187 CODE NO. DESCRIPTION UNIT RATE ₹ approved brand and manufacture on steel galvanized iron/steel works 13.58.4 With ready mixed red oxide Zinc Chromate primer of approved brand and manufacture on steel work (second coat)
Quantity = 29.37Sqm
SH. 13.58.3
29.37
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Painting with silicon and acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces: Two Coats
Quantity = 29.37Sqm
SH.13.59.2
29.37
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Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc complete On steel work
Quantity = 29.37Sqm
SH. 13.60.1
29.37
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Complete electrification and ilumination along with accessories which includes mainly copper wire 1mm,copper wire 1.5mm,copper wire 2.5mm, PVC batten, PVC conduit pipes, PVC box + 12 modular+ sheet -04 no each, PVC box +08 modular+sheet -02 no each,PVC box + 03modular+sheet-03 no each, socket 6amps-05 no, switches 6amp-18no,,socket 16amps-08 no, switches 16amp-3no., Fan regulator 08 no.,power indicator, Blank switch, LED batten Light 10W-10 no., ceiling fans 48” -08 no., PVC tape rolls, LED street light 30W-03 nos. complete chemical earthing at site way of earth excavation and insertion of earthing rod along with chemical as per req. quantity. connecting of earthing rod to the MCB box by way of p/f of copper wire 10mm-20 mtrs along with nuts and bolts as required and covering the pit with P.C.C. (1:3:6) and main hole 9"x9"-01 no. Job also includes providing of PVC pipe 3” 1’-6’’ in diameter and 1’-6’’ in length beep holes for draining of water from the platform – 20 Nos Job includes cost of material, labour charges and all kind of taxes.
1
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Providing and fixing 0.50 mm pre-profiled colour coated corrugated sheets to laid over frame work of trusses columns, purlins and side rails using hot dipped zinc coated self-drilling hexagonal washers, fastener etc. Roof:
Total area = 65’x49’ = 3185 Sft = 295.89 Sqm (SCH 20-12.1.6)
295.89
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Providing and fixing 15cm wide 45 cm overall semi circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc. including making necessary connections with rain water pipes complete. 0.80 mm thick with zinc coating not less than 275 gram/m2.
Qty:- 32m (SH. 12.7.1)
32
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Earthwork in excavation by manual means over area for levelling purpose including disposal of excavated earth up to 1m from cutting edge and should be disposed in near-by all kind of soil for plinth, foundations, septic tank, drain etc.Area to be excavated keeping in view the earthquake resistance for which an MS mesh (10 mm) is to be provided in the base foundation of the plinth
Quantity = (150’x1’-6’’x1’-6’’) + 15(3’x3’x3’) + 2(42’x12’x1’) = 1750.50 Cft = 49.56 Cum (SCH – 2.8.1.2)
49.56
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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:1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)
Quantity = (150’x1’x3’’) + 15(3’x3’x3’’) + 2(40’x12’x3’’) = 311.25 Cft = 8.81 Cum
SH. 4.4.8
8.81
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Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for column
Quantity =2(150’x2’) + 15(12’x3') + 15(18’x4’) + 2(40’x12’) = 2880Sft = 267.56Sqm
SH. 4.6.1
267.56
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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 upto 50 m and lift upto 1.5 m.
Quantity = 2 (150’x2’x3'')+ 15(12'x3’x3'') = 285Cft = 8.07 Cum SH. 2.11
8.07
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Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in Cement mortar 1:6 ( 1 cement : 6 coarse sand)
Walls of room= (150’x16’x9”) =1800Cft = 50.97 Cum
SH. 6.1.5
50.97
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15mm Cement plaster on the rough side of single or half brick wall of mix:1 : 4 ( 1 cement : 4 fine sand)
Quantity = 2(150’x16’)walls + 2(40’x12’)roof = 5760 Sft= 535.12 Sqm
SH.13.2.1
535.12
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth leve lThermo-Mechanically Treated bars of grade Fe-500D or more
10mm plinth Tie Beam = 150’x6 = 900’
10mm Pit Slab Tie Beam = 150’x6 = 900’
10mm Pit Slab Beam = 2(42’x24 + 12’x84) = 4032’
10mm Roof Slab = 2(42’x24 + 12’x84) = 4032’
10mm Roof Beams = 2(5(12’x6)) = 720’
10mm Pit Beams = 2(5(12’x6)) = 720’
10mm foundation mesh = 15(3’x7+3’x7) = 630’
10mm Columns = 15(18’x6) = 1620’
10mm Roof Tie Beam = 150’x6 = 900’
8mm Rings = 2(3’x300) + 15(3’x36) + 15(3’x24) + 2(10(3’x36)) = 6060’
10mm =13554'= 4131.25m@0.617kg/m=2548.98Kg 8mm= 6060’ = 1847.08m@0.395kg/m=729.59Kg
Total = 3278.57 + 5% extra = 3442.49 Kg SH. 5.22.6
3442.49
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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 1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size
Plinth = 150’x2’x1’’ = 300Cft
Foundations = 15(3’x3’x3’) = 405Cft
Columns = 15(16’x1’x1’) = 240Cft
Pit Slab = 2(42’x12’x6’’) = 504Cft
Roof Slab = 2(42’x12’x6’’) = 504Cft
Total Quantity = 1953 Cft = 55.30 Cum
(SH. 5.1.2)
55.3
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Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 40mm thick with 20 mm nominal size stone aggregate.
Quantity = 2(40’x12’)= 960 Sft = 89.18 Sqm
SH.11.3.2
89.18
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Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface.
Quantity = 535.12 Sqm
SH.13.52
535.12
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Wall Painting with acrylic emulsion paint of approved brand and manufacture to give an even shade. Two or more coats on new work
Quantity = 535.12 Sqm
SH.13.69
535.12
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Complete electrification and ilumination along with accessories which includes mainly copper wire 1mm,copper wire 1.5mm,copper wire 2.5mm, PVC batten, PVC conduit pipes, PVC box + 12 modular+sheet -08 no each, PVC box +08 modular+sheet -04 no each,PVC box + 03modular+sheet-06 no each, socket 6amps-10 no, switches 6amp-36 no,,socket 16amps-16 no, switches 16amp-6no., Fan regulator 06 no.,power indicator, Blank switch, LED batten Light 10W-12 no., PVC junction box 4 way -24 no., GI clamp, PVC gatti & screws, service line 16 mm aluminium , MCB box double door 08 way -01 no., MCB 16 amp-10no.,ceiling fans 48” -06 no., exhaust fan 12” -02nos. PVC tape rolls, LED street light 30W-06 nos. complete earthing at site way of earth excavation of size 3'x3'x6' and insertion of earthing rod along with filling of earth and coal+salt mixture in layers as per req. quantity. connecting of earthing rod to the MCB box by way of p/f of copper wire 10mm-20 mtrs along with nuts and bolts as required and covering the pit with P.C.C. (1:3:6) and main hole 9"x9"-01 no. Job includes cost of material, labour charges and all kind of taxes.
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Painting Top roof with Bitumen of approval quality and cleaning slab with brushing and booming. Painting top of roofs with bitumen of approved quality at 17 kg per 10sqm impregnated with a cost of coarse sand at 60 cudm per 10 sqm including cleaning the slab surface with brushes and finally with a piece of cloth12.15.1 with residual type petroleum bitumen of grade VG-10
Qty= 89.18 Sqm
(SCH-12.15.1)
89.18
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10cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa at 35kg per cum of earth and gobri leaping with mix 1:1 (1clay: 1 cow dung) and covered with specified tile bricks grouted withcement mortar 1:3 (1 cement: 3 fine sand) mixed with 2% of integral waterproofing compound by weight of cement and finishing neat. Qty = 89.18Sqm
(SCH- 12.25.1)@ Rs 1063.80 per Sqm
89.18
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Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement: 2 coarsesand: 4 stone aggregate 10 mm and down gauge), including finishing withcement mortar 1:3 (1 cement: 3 fine sand) as per standard design. In 75x75mm deep chase.
Qty = 208’ = 63.38 m
(SCH: - 12.31)@ Rs 241.45 per meter
63.38
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Providing and Laying of 1 inch heavy duty PVC conduit Pipe in wall for Beep Holes of size 6 inches for hot air. No. of beep holes = 1920x2= 3840
Size of PVC pipe = 6” for each deep hole.
Total PVC Pipe length= 3840 x6’’ = 1920’ = 192 Lengths of 10’ each. Job includes the cutting of pipe upto 6’’ length and fixing in the pit roof. Job is inclusive of cost of material, Labour charges, carriage of material by mechanical transport for a distance of 10 Kmsupto site of work including all taxes
192
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Providing and fixing thermal insulation of ceiling (under deck insulation) and wall with specified glass wool conforming to IS: 8183, 50mm thick, wrapped in 200 G Virgin Polythene bags fixed to ceiling with metallic cleats (50x50x3mm) @ 60cm c/c With resin bonded rock wool with density 48 kg/cum. High density insulation capable of withstanding high temperatures and 100% RH seam with two coats of cement plaster with 20mm mesh chicken wire mesh reinforcement. Quantity = 2(3(40’x12’) + (12’x12’) ) = 3168 Sft = 294.30 Sqm
(SH. 12.50.2
294.3
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G.P. sheet ducting for to and fro carriage of hot and moist air from blower to the pit.
Quantity = 60 Sqm
60
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Providing and Fitting of Double skin AHU with inner lining of SS/MS outer pre-painted CRCA sheets with PUF injected fitted with high static backward curved Centrifugal Blowers for a TSTP of 200mm for Bulk Pasteurization Chamber 2500 CFM capacity coupled with 7.5 HP three phase induction motor, Pressure 350 Mm/Wc, Fan speed 2880 rpm, Air Volume 1220 Cum per Hour. Job includes the cost of material and labour charges and all taxes.
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Supply and installation of SS double leaf volume Dampers for CO2 exhaust, fresh air damper system and return air. The job also includes providing/ fitting of Elbow Duct with Air filters for fresh air inlet and CO2 exhaust outside the plant along with installation of air plenum duct/air tight cloth duct with evaporator and poly duct along with pre filters for protection against insects and dust as and where required
2
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Earthwork in excavation by manual means over area for levelling purpose including disposal of excavated earth up to 1m from cutting edge and should be disposed in near-by all kind of soil for plinth, foundations, septic tank, drain etc.Area to be excavated keeping in view the earthquake resistance for which an MS mesh (10 mm) is to be provided in the base foundation of the plinth
Quantity = (108’x1’-6’’x1’-6’’) + 10(3’x3’x3’) + 42’x12’x1’ = 1017 Cft = 28.79 Cum (SCH – 2.8.1.2)
28.79
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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:1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)
Quantity = (108’x1’x3’’) + 10(3’x3’x3’’) + (40’x12’x3’’) = 169.5 Cft = 4.79 Cum
SH. 4.4.8
4.79
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Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for column
Quantity =2(104’x2’) + 10(12’x3') + 10(12’x4’) + 2(40’x12’) = 2216Sft = 205.87Sqm
SH. 4.6.1
205.87
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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 upto 50 m and lift upto 1.5 m.
Quantity = 2 (104’x1’-6’’x3'')+ 10(12'x3’x3'') = 168Cft = 4.75 Cum SH. 2.11
4.75
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Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in Cement mortar 1:6 ( 1 cement : 6 coarse sand)
Walls of room= (96’x16’x9”) =1152Cft = 32.62 Cum
SH. 6.1.5
32.62
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15mm Cement plaster on the rough side of single or half brick wall of mix:1 : 4 ( 1 cement : 4 fine sand)
Quantity = 2(96’x16’)walls + (40’x12’)roof = 3532Sft= 329.99Sqm
SH.13.2.1
329.99
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo-Mechanically Treated bars of grade Fe-500D or more
10mm plinth Tie Beam = 108’x6 = 648’
10mm Pit Slab Tie Beam = 108’x6 = 648’
10mm Pit Slab Beam = 42’x24 + 12’x84 = 2016’
10mm Roof Slab = 42’x24 + 12’x84 = 2016’
10mm Roof Beams = 5(12’x6) = 360’
10mm Pit Beams = 5(12’x6) = 360’
10mm foundation mesh = 10(3’x7+3’x7) = 420’
10mm Columns = 10(18’x6) = 1080’
10mm Roof Tie Beam = 108’x6 = 648’
8mm Rings = 3’x216 + 5(3’x24) + 5(3’x24) + 10(3’x36) + 3’x216 = 3096’
10mm =7548'= 2300.63m@0.617kg/m=1419.48Kg 8mm= 3096’ = 943.66m@0.398kg/m=372.74 Kg
Total = 1792.22 + 5% extra = 1881.83 Kg SH. 5.22.6
1881.83
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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 1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size
Plinth = 104’x2’x1’’ = 208Cft
Foundations = 10(3’x3’x3’) = 270 Cft
Columns = 10(16’x1’x1’) = 160Cft
Pit Slab = 42’x12’x6’’ = 252Cft
Roof Slab = 42’x12’x6’’ = 252Cft
Total Quantity = 1142 Cft = 32.33 Cum
(SH. 5.1.2)
32.33
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Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 40mm thick with 20 mm nominal size stone aggregate.
Quantity = 40’x12’ = 480 Sft ==44.59Sqm
SH.11.3.2
44.59
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Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface.
Quantity = 96’x16’ + 96’x12’ = 2688 Sft = 249.72 Sqm
SH.13.52
249.72
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Wall Painting with acrylic emulsion paint of approved brand and manufacture to give an even shade. Two or more coats on new work
Quantity = 249.72Sqm
SH.13.69
249.72
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Complete electrification and ilumination along with accessories which includes mainly copper wire 1mm,copper wire 1.5mm,copper wire 2.5mm, PVC batten, PVC conduit pipes, PVC box + 12 modular+sheet -04 no each, PVC box +08 modular+sheet -02 no each,PVC box + 03modular+sheet-03 no each, socket 6amps-05 no, switches 6amp-18no,,socket 16amps-08 no, switches 16amp-3no., Fan regulator 03no.,power indicator, Blank switch, LED batten Light 10W-06 no., PVC junction box 4 way -12 no., GI clamp, PVC gatti& screws, service line 16 mm aluminium, MCB box double door 08 way -01 no., MCB 16 amp-06 no.,ceiling fans 48” -03 no., exhaust fan 12” -01 nos. PVC tape rolls, LED street light 30W-03 nos. complete earthing at site way of earth excavation of size 3'x3'x6' and insertion of earthing rod along with filling of earth and coal+salt mixture in layers as per req. quantity. connecting of earthing rod to the MCB box by way of p/f of copper wire 10mm-20 mtrs along with nuts and bolts as required and covering the pit with P.C.C. (1:3:6) and main hole 9"x9"-01 no. Job includes cost of material, labour charges and all kind of taxes.
1
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Painting Top roof with Bitumen of approval quality and cleaning slab with brushing and booming. Painting top of roofs with bitumen of approved quality at 17 kg per 10sqm
impregnated with a cost of coarse sand at 60 cudm per 10 sqm including cleaning the slab surface with brushes and finally with a piece of cloth12.15.1 with residual type petroleum bitumen of grade VG-10
Qty= 44.59 Sqm
(SCH-12.15.1)
44.59
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10cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa at 35kg per cum of earth and gobri leaping with mix 1:1 (1clay: 1 cow dung) and covered with specified tile bricks grouted withcement mortar 1:3 (1 cement: 3 fine sand) mixed with 2% of integral waterproofing compound by weight of cement and finishing neat. Qty = 44.59 Sqm
(SCH- 12.25.1)
44.59
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Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement: 2 coarsesand: 4 stone aggregate 10 mm and down gauge), including finishing withcement mortar 1:3 (1 cement: 3 fine sand) as per standard design. In 75x75mm deep chase.
Qty = 104’ = 31.69m
(SCH: - 12.31)
31.69
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Providing and Laying of 1 inch heavy duty PVC conduit Pipe in wall for Beep Holes of size 6 inches for hot air. No. of beep holes = 1920
Size of PVC pipe = 6” for each deep hole.
Total PVC Pipe length= 1920 x6’’ = 960’ = 96Lengths of 10’ each. Job includes the cutting of pipe upto 6’’ length and fixing in the pit roof. Job is inclusive of cost of material, Labour charges, carriage of material by mechanical transport for a distance of 10 Kmsupto site of work including all taxes
96
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Providing and fitting of75mm thick Insulated door of size 12’ x 12’ with SS inside and pre-painted CRCA outside with handle and locking arrangement. Job includes the cost of material and labour charges including all taxes.
1
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Providing and fixing thermal insulation of ceiling (under deck insulation) and wall with specified glass wool conforming to IS: 8183, 50mm thick, wrapped in 200 G Virgin Polythene bags fixed to ceiling with metallic cleats (50x50x3mm) @ 60cm c/c With resin bonded rock wool with density 48 kg/cum. High density insulation capable of withstanding high temperatures and 100% RH seam with two coats of cement plaster with 20mm mesh chicken wire mesh reinforcement. Quantity = 3(40’x12’) + (12’x12’) = 1584 Sft = 147.15 Sqm
(SH. 12.50.2
147.15
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G.P. sheet ducting for to and fro carriage of hot and moist air from blower to the pit.
Quantity = 30 Sqm
30
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Providing and Fitting of Double skin AHU with inner lining of SS/MS outer pre-painted CRCA sheets with PUF injected fitted with high static backward curved Centrifugal Blowers for a TSTP of 200mm for Bulk Pasteurization Chamber 2500 CFM capacity coupled with 7.5 HP three phase induction motor, Pressure 350 Mm/Wc, Fan speed 2880 rpm, Air Volume 1220 Cum per Hour. Job includes the cost of material and labour charges and all taxes.
1
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Supply and installation of SS double leaf volume Dampers for CO2 exhaust, fresh air damper system and return air. The job also includes providing/ fitting of Elbow Duct with Air filters for fresh air inlet and CO2 exhaust outside the plant along with installation of air plenum duct/air tight cloth duct with evaporator and poly duct along with pre filters for protection against insects and dust as and where required.
1
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Earthwork in excavation by manual means over area for levelling purpose including disposal of excavated earth up to 1m from cutting edge and should be disposed in near-by all kind of soil for plinth, foundations, septic tank, drain etc.Area to be excavated keeping in view the earthquake resistance for which an MS mesh (10 mm) is to be provided in the base foundation of the plinth
Quantity = (48’x1’-6’’x2’) + 4(3’x3’x3’) + (12’x12’x6”) = 324Cft = 9.17 Cum (SCH – 2.8.1.2)
9.17
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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:1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)
Quantity = (48’x1’-6”x3’’) + 4(3’x3’x3’’) + (12’x12’x3’’) = 63 Cft = 1.78 Cum
SH. 4.4.8
1.78
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Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for column
Quantity =2(100’x3’) + 4(12’x3') + 4(12’x4’) + (12’x12’) = 1080 Sft = 100.33 Sqm
SH. 4.6.1
100.33
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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 upto 50 m and lift upto 1.5 m.
Quantity = 2 (48’x2’x3'')+ 4(12'x3’x3'') = 84Cft = 2.37Cum SH. 2.11
2.37
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Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in Cement mortar 1:6 ( 1 cement : 6 coarse sand)
Walls of room= (12’x12’x9”) - 2(5’x3’x9’’) Walls - (7’x3’-6’’x9’’)=391.125 Cft = 11.07 Cum
SH. 6.1.5
11.07
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15mm Cement plaster on the rough side of single or half brick wall of mix:1 : 4 ( 1 cement : 4 fine sand)
Quantity = 2(48’’x12’)walls + (14’x14’)roof - 2(2(5’x3’))window – 2(7’x3’-6’’) Door= 1239 Sft= 115.10 Sqm
SH.13.2.1
115.1
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo-Mechanically Treated bars of grade Fe-500D or more
10mm plinth Tie Beam = 50’x6 = 300’
10mm Roof Slab = (14’x24 + 14’x24) = 672’
10mm Roof Beams = (12’x6)) = 72’
10mm foundation mesh = 4(3’x7+3’x7) = 168’
10mm Columns = 4(16’x6) = 384’
10mm Roof Tie Beam = 50’x6 = 300’
8mm Rings = 2(3’x100) + 4(3’x32) + 1(3’x24) = 1056’
10mm =1896'= 577.90m@0.617kg/m= 356.56Kg 8mm= 1056’ = 321.86m@0.395kg/m=127.13Kg
Total = 483.69 + 5% extra = 493.36 Kg SH. 5.22.6
493.36
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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 1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size
Plinth = 48’x1’-6’’x3’ = 216Cft
Foundations = 4(3’x3’x3’) = 108Cft
Columns = 4(12’x1’x1’) = 48Cft
Slab = 14’x14’x6’’ = 98Cft
Total Quantity = 470 Cft = 13.30 Cum
(SH. 5.1.2)
13.3
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Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 40mm thick with 20 mm nominal size stone aggregate.
Quantity = 12’x12’= 144Sft = 13.37Sqm
SH.11.3.2
13.37
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Providing and laying Antiskid vitrified floor tiles in different sizes (thickness tobe 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 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete of size 500x500mm. Floor area= 12’x12’ = 144Sft = 13.37 Sqm
(SCH-11.52.2)
13.37
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Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface.
Quantity = 115.10Sqm
SH.13.52
115.1
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Wall Painting with acrylic emulsion paint of approved brand and manufacture to give an even shade. Two or more coats on new work
Quantity = 115.10Sqm
SH.13.69
115.1
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Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc complete On steel work
Quantity= 115.12 Sqm
SH.13.60.1
115.12
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Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding holdfasts in cement concrete blocks of size 15x10x10cm with cement concrete 1:3:6 (1 cement :3 coarse sand: 6 graded stone aggregate 20 mm nominal size)painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete, including disposal of rubbish to the dumping ground within 50 meters lead: Door chowkhats
SH.14.2.1
1
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Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding holdfasts in cement concrete blocks of size 15x10x10cm with cement concrete 1:3:6 (1 cement :3 coarse sand: 6 graded stone aggregate 20 mm nominal size)painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete, including disposal of rubbish to the dumping ground within 50 meters lead: Window chowkhats
SH.14.2.2
2
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Providing Wood Work in frames of doors/windows/Almirah using 2nd class Kail wood.
Qty= 2((4(5’x3’’x3’’) + (1’-6’’x3’’x3’’)6)2)windows + ((7’x3’-6’’x3’’) + 2(77’x3’’x3’’) +3(3’-6’’x3’’x3’’)) Double Doors = 26.281 Cft = 0.744 Cum
SH. 9.1.6
0.74
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Providing and fixing fly proof wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions all complete. With Galvanized M.S. Wire gauge with wire of dia 0.63 mm
Quantity = 4( 1’-6’’x2’-6’’) + 2(3’-6’’x3’-6’’) = 39.5Sft = 3.62 Sqm
SH.9.9.1.1
3.62
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Providing and applying two coats of fire retardant paint on cleaned wood/ply surface @ 3.5sqm per liter per coat including preparation of base surface as per recommendations of manufacturer to make the surface fire retardant
Quantity = 8(2(3(1’-6’’x3’’)) + 2(2(5’x3’’)) windows + 2(7’x3’-6’’) Door Blind + 2(2(7’x3’’) + 2(3(3’-6’’x3’’)) Door with fly proof wire gauge = 102.66 Sft = 9.53Sqm
SH.13.67
9.53
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Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.n gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
Quantity = 60 kg
60
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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
Quantity= 9.53Sqm
SH.13.70.2@Rs 194.65 per Sqm
9.53
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Renewing glass panes, with putty and nails wherever necessary including raking out old putty : Float glass panes of thickness 4.0 mm(weight not less than10kg/sqm)
Quantity = 4( 1’-6’’x2’-6’’) = 15 Sft = 1.39 Sqm
SH. 14.6.1
1.39
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Providing and fitting of Heavy duty standard Make Hardware fittingsfor doors, windows, cupboards etclike latches, handles, Wire gauze, locks, hinges, butt hinges, tower bolts, casement fasteners, door springs, window fittings, anchor fasteners, door fasteners, door stoppers, door fittings, flush bolts and all other essentials required for double leaf doors & windows, single leaf cupboards complete. P/F of wire gauze to cover the Industrial exhaust fans – 01 Nos, doors- 02 Nos, windows-02nos, with 04 half windows for each Job includes the cost of material and labour charges including all taxes
1
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Complete electrification and ilumination along with accessories which includes mainly copper wire 1mm,copper wire 1.5mm,copper wire 2.5mm, PVC batten, PVC conduit pipes, PVC box + 12 modular+sheet -03 no each, PVC box +08 modular+sheet -02 no each,PVC box + 03modular+sheet-02 no each, socket 6amps-10 no, switches 6amp-10 no,,socket 16amps-10 no, switches 16amp-4no., Fan regulator 02 no.,power indicator, Blank switch, LED batten Light 10W-04 no., PVC junction box 4 way -04 no., GI clamp, PVC gatti& screws, service line 16 mm aluminium, MCB box double door 08 way -01 no., MCB 16 amp-6 no.,ceiling fans 48” -02 no., exhaust fan 12” -01 nos. PVC tape rolls, LED street light 30W-02 nos. complete earthing at site way of earth excavation of size 3'x3'x6' and insertion of earthing rod along with filling of earth and coal+salt mixture in layers as per req. quantity. connecting of earthing rod to the MCB box by way of p/f of copper wire 10mm-20 mtrs along with nuts and bolts as required and covering the pit with P.C.C. (1:3:6) and main hole 9"x9"-01 no. Job includes cost of material, labour charges and all kind of taxes.
1
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Earthwork in excavation by manual means over area for levelling purpose including disposal of excavated earth up to 1m from cutting edge and should be disposed in near-by all kind of soil for plinth, foundations, septic tank, drain etc.Area to be excavated keeping in view the earthquake resistance for which an MS mesh (10 mm) is to be provided in the base foundation of the plinth
Quantity = (320’x3’x2’) = 1920Cft = 54.36 Cum (SCH – 2.8.1.2)
54.36
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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:1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)
Quantity = (320’x3’x3’’) = 240 Cft = 6.79 Cum
SH. 4.4.8
6.79
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Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for column
Quantity = 2(320’x2) = 1280Sft = 118.91Sqm
SH. 4.6.1
18.91
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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 upto 50 m and lift upto 1.5 m.
Quantity = 2(320’x2x3”) = 320Cft = 9.06 Cum SH. 2.11
9.06
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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: 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size)
Quantity = 2(320’x9’’x1’-9’’) + (320’x1’x3’’) = 920 Cft = 26.05 Cum
(SH. 4.4.2
26.05
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Providing and Laying of 1’’ CPVC pipe (approx. 500 feet) around the periphery of the pasteurization unit for provision of water to wash the compost by way of the fitting of water points taps -06 Nos, P/f of 1HP self priming pump to be installed at main water tank. Job includes fitting of all allied plumbing items like bends, nipples, unions, u-bends, valves, solventsetc to make all the water points functional. Jib includes the cost of material, labour charges and all taxes.
1
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Providing and Laying of 3 inch heavy duty PVC Pipe in wall of the Main CGI Shed for Beep Holes of size 1’-6’’ in length for draining of water from the platform of the CGI Shed after washing of the compost on the platform.
No. of beep holes = 30 Size of PVC pipe =1’- 6” for each deep hole.
Total PVC Pipe length= 30 x 1’-6’’ = 45 feet Job includes the cutting of pipe upto 1’- 6’’ length and fixing in the wall above the platform. Job is inclusive of cost of material, Labour charges, carriage of material by mechanical transport for a distance of 10 Kms upto site of work including all taxes
1
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Providing and Laying of 3 inch heavy duty PVC Pipe in wall of the Main CGI Shed for Beep Holes of size 1’-6’’ in length for draining of water from the platform of the CGI Shed after washing of the compost on the platform.
No. of beep holes = 30 Size of PVC pipe =1’- 6” for each deep hole.
Total PVC Pipe length= 30 x 1’-6’’ = 45 feet Job includes the cutting of pipe upto 1’- 6’’ length and fixing in the wall above the platform. Job is inclusive of cost of material, Labour charges, carriage of material by mechanical transport for a distance of 10 Kms upto site of work including all taxes
1
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SITC of silent type Diesel Generator set of 25 KVA prime rating, 415 volts at 1500 RPM, 0.8 lagging power factor suitable for 50 Hz ± 3%, three phase system & for 0.85 load factor with CPCB sound proof acoustics enclosure fabricated out of 14/16 SWG CRCA Sheet, cooling, fuel, exhaust intake air, fuel, lube oil & governing systems etc., Synchronous alternator 35KVA, with proper starting & shut down arrangement, Base frame & RCC Foundation, Engine Protection and Alarms for low lube pressure, high water Temp, high/low Dc Voltage, weak battery, over speed, fail to crank, fail to start, sensor failure, Battery charger, Acoustic Enclosure, Automatic Mains Failure (AMF) Panel (35 KVA) with all automatic controls, HRC fuses, contactors 100A – 2 nos one each for mains and DG Set, indicating warning lamps, 04 sets of earthing i.e. 2 for neutral & 2 for body, PVC/XLPE Al power Cables (1.1 KV grade armored cable 25 Sq mm of 3.5 core – 50 mtr) from Electrical Pole to DG Set and DG set to AVR. Job also includes construction of RCC foundation as per the size of DG set of depth 1’ BGL and height 1’ AGL. Job includes the cost of material, labour charges and all taxes.
1
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Supply, Installation, Testing & Commissioning of Oil Cooled Servo with Digital display and Controller with Phase Indicators with AMP/VOLTMETER and Switch, Application Indoor type, Standard IS 2026 & IS 9815, Phase-3ph, 4 wires, Frequency 50 HZ, Wave Form Distortion Nil (Negligible), Response Time Instantaneous (milli sec.), Speed of Correction 20 to 30 V/sec (as required), Mode of Operation Automatic, Suitability suitable for all Power Factors. Duty Cycle Continuous 24 Hrs. Efficiency as per IS Standards Losses at No Load as per IS Standards, Losses at Full Load as per IS Standards, Temperature rise 45 degree Celsius above Ambient, Laminations used imported low losses CRGO laminations-M4 grade, Carbon brushes used imported high grade Graphite. Class of Insulation Class-A, Greater than 6M ohms. Break Down Strength 1500 Volt AC for 01 minutes (for whole unit)
Technical Specifications of Oil Cooled Servo:
a) Capacity: 25 KVA (Any standard Make)
b) Input Voltage 320-460 volts (Phase to Phase), 180-270 volts (Phase to Neutral).
c) Output Voltage 400 volts ± 1 % (Phase to Phase), 230 volts ± 1 % (Phase to Neutral).
d) 100% Balanced/Unbalanced load, 100% Balanced/Unbalanced Supply. Job also includes 04 sets of earthing i.e. 2 for neutral & 2 for body, PVC/XLPE Al power Cables (1.1 KV grade armored cable 25 Sq mm of 3.5 core – 25 mtr) from AVR to LT Control Panel and Job also includes construction of RCC foundation as per the size of AVR of depth 1’ BGL and height 1’ AGL Job includes the cost of material, labour charges and all taxes
1
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Earthwork for interlocking tiles in excavation by manual means over area for levelling purpose including disposal of excavated earth up to 1m from cutting edge and should be disposed in near-by all kind of soil for plinth, foundations, septic tank, drain etc.Area to be excavated keeping in view the earthquake resistance for which an MS mesh (10 mm) is to be provided in the base foundation of the plinth
Quantity = (40’x1’-6’’x 1’-6’’) = 90 Cft = 2.54 Cum (SCH – 2.8.1.2)
1
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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:1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)
Quantity = 40’x1’x1’-6’’ = 60 Cft = 1.69 Cum SH. 4.4.8
1.69
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Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for column
Quantity =2(40’x1’-6’’) = 120 Sft = 3.39 Sqm
SH. 4.6.1
3.39
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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 upto 50 m and lift upto 1.5 m.
Quantity = 2 (40’x1’x3’’) + (28’x12’x3’’) = 94 Cft = 2.66 Cum SH. 2.11
2.66
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Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour& pattern. over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as per direction of Engineer- in-Charge. 60 mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern.
Area = (28’x12’) = 336 Sft = 31.21Sqm
(SCH -16.93.1)
31.21
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Steel work welded in built up section/framed work including cutting, hosting, applying a priming coat using structural steel. In gratings, frames, guard bard, ladders, railings etc. trusses including primer and enamel paint including nut bolts, kingpost, struts etc.
CGI Shed of size 25’x12’ 6 Nos. Angle Iron Section (50x50x5mm) = 6x15’ = 90’ =127.43m@3.8Kg/m = 104.23 Kg
Angle Iron Truss/Tie Members (50x50x5mm)= (27’x3) + (14’x6) = 165’ = 50.29m@3.8kg/m = 191.1 Kg Total = 295.33 + 5% extra = 310.09 Kg (SCH-10.2.2)
310.09
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Providing and fixing 0.50 mm pre-profiled colour coated corrugated sheets to laid over frame work of trusses columns, purlins and side rails using hot dipped zinc coated self-drilling hexagonal washers, fastener etc. Roof:
Total area = 27’x14’ = 378 Sft = 35.11Sqm (SCH 20-12.1.6)
35.18
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Job charges for two coats of steel priming and painting of the CGI Shed for DG set and AVR complete. Job includes the cost of material, labour charges and all taxes
1
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Providing and fitting of RCC Center meter Pole for holding of Mian three phase supply cable from Transformer at site grounding conductor with weather proof disconnecting switch box, service entrance cable with load side of meter and allied material. Job includes digging of pit for erection of the pole and filling the pit with earth and cement concrete. Weather head height from ground 15 feet, pole setting depth 2 feet plus 10% of total pole length. Ground rod separation 6 feet minimum. Job includes the cost of material, labour charges and all taxes
1
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Earthwork in excavation by manual means over area for levelling purpose including disposal of excavated earth up to 1m from cutting edge and should be disposed in near-by all kind of soil for plinth, foundations, septic tank, drain etc.Area to be excavated keeping in view the earthquake resistance for which an MS mesh (10 mm) is to be provided in the base foundation of the plinth
Quantity = 13’x13’x9’ = 1521Cft = 43.06 Cum (SCH – 2.8.1.2)
43.06
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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:1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)
Quantity = (12’x12’x3’’) = 36Cft = 1.01 Cum
SH. 4.4.8
1.01
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Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for column
Quantity =2(48’x12’)= 1152 Sft = 107.02 Sqm
SH. 4.6.1
107.02
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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 upto 50 m and lift upto 1.5 m.
Quantity = 4(12'x8’x3'') = 96Cft = 2.71Cum SH. 2.11
2.71
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Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in Cement mortar 1:6 ( 1 cement : 6 coarse sand)
Walls of tank boundary = 48’x3’x9’’ = 108 Cft = 3.05 Cum
SH. 6.1.5
3.05
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15mm Cement plaster on the rough side of single or half brick wall of mix:1 : 4 ( 1 cement : 4 fine sand)
Quantity = 4(12’x8’) RCC walls + (12’x12’) Floor + 2(48’x3’) Tank boundry wall = 816 Sft= 75.80 Sqm
SH.13.2.1
75.8
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo-Mechanically Treated bars of grade Fe-500D or more
10mm Floor Raft = 12’x25 + 12’x25 = 600’
10mm Guddy pit walls = (50’x17)Horizontally + 4(8’x25) Vertically = 1650’
10mm =2250'= 685.8m@0.617kg/m= 356.56Kg
Total = 483.69 + 5% extra = 423.1 Kg SH. 5.22.6
423.1
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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 1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size
Quantity = 4(12’x8’x9’’) Guddy Pit Walls + (12’x12’x6”)Floor Raft = 360 Cft = 10.19 Cum
Total Quantity = 470 Cft = 13.30 Cum
(SH. 5.1.2)
10.19
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Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement: 2 coarsesand: 4 stone aggregate 10 mm and down gauge), including finishing withcement mortar 1:3 (1 cement: 3 fine sand) as per standard design. In 75x75mm deep chase.
Qty = 48’ = 14.60 m
(SCH: - 12.31)
14.6
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Steel work welded in built up section/framed work including cutting, hosting, applying a priming coat using structural steel. In gratings, frames, guard bard, ladders, railings etc. trusses including primer and enamel paint including nut bolts, kingpost, struts etc.
CGI Shed of size 13’x13’ 16 Nos. Angle Iron Section (50x50x5mm) = 16x4’ = 48’ =14.63m@3.8Kg/m = 55.59Kg
Angle Iron Truss/Tie Members (50x50x5mm)= 2(5’x12) + 48’ = 158’ = 48.15@3.8kg/m = 182.97 Kg Total = 238.56 + 5% extra = 250.48 Kg (SCH-10.2.2)
250.48
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Providing and fixing 0.50 mm pre-profiled colour coated corrugated sheets to laid over frame work of trusses columns, purlins and side rails using hot dipped zinc coated self-drilling hexagonal washers, fastener etc. Roof:
Total area = 14’x14’ = 196 Sft = 18.20 Sqm (SCH 20-12.1.6)
18.2
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Providing and fitting of Heavy duty standard Make 2HP Self priming pump to be installed in the Guddy Pit for lifting of the waste water collected in the Guddy Pit. Job also includes P/F of allied pipe fittings and Electrical fittings to make the pump operational. Job includes the cost of material and labour charges including all taxes.
1
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Earthwork in excavation by manual means over area for levelling purpose including disposal of excavated earth up to 1m from cutting edge and should be disposed in near-by all kind of soil for plinth, foundations, septic tank, drain etc. Area to be excavated keeping in view the earthquake resistance for which an MS mesh (10 mm) is to be provided in the base foundation of the plinth
Quantity = (250’x4’x3’’) + (45’x15’x3”) + (60’x20’x3’’) + (15’x4’x3’’) + (15’x1-6’’x2’)= 778.75.75 Cft = 22.05 Cum (SCH – 2.8.1.2)
22.05
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Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour& pattern. over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as per direction of Engineer- in-Charge. 60 mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern.
Area = (250’x4’) + (45’x15’) + (60’x20’) + (15’x4’) + (40’X6’)= 3175 Sft = 294.96Sqm
(SCH -16.93.1)
294.46
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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:1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)
Quantity = (15’x1-6’’x3’’)= 5.625 Cft = 0.159 Cum
SH. 4.4.8
0.16
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Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for column
Quantity = (15’x3’) = 45Sft = 4.18Sqm
SH. 4.6.1
4.18
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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: 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size)
Quantity = 15’x1’x3’) = 45 Cft = 1.27 Cum
(SH. 4.4.2
1.27
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Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in Cement mortar 1:6 ( 1 cement : 6 coarse sand)
Walls of room= (15’x2’x9”) + 3(15’x9’’x9’’) = 47.8125 Cft = 1.35 Cum
SH. 6.1.5
1.35
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15mm Cement plaster on the rough side of single or half brick wall of mix:1 : 4 ( 1 cement : 4 fine sand)
Quantity = 8(15’x9’’) = 90Sft= 8.36Sqm
SH.13.2.1
8.36
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Providing and fitting of poly-ethylene water storage tanks 03 no of capacity 6KL IS: 12701 marked with cover and locking arrangement with hole for inlet, outlet and overflow pipes with base support for tank and allied fittings. The job also includes the installation of 2Hp motor pump for water supply arrangement. The job includes cost of material, labour charges and all taxes.
1
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