Establishment of Pasteurized Compost Making unit Capacity 35MT in Public Sector at Reasi

Amount

Fabrication of CGI Shed of size 60’x40’x20’ 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 = 200’x2’-6’’x2’-6’’ + 12(3’x3’x3’) = 1574 Cft = 44.57 Cum

Fabrication of CGI Shed of size 60’x40’x20’ 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 = 200’x2’x3’’ + 60’x40’x3’’ + 12(3’x3’x3’’) = 727 Cft = 20.58 Cum

Fabrication of CGI Shed of size 60’x40’x20’ 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

Fabrication of CGI Shed of size 60’x40’x20’ 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

Fabrication of CGI Shed of size 60’x40’x20’ 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’’= 450 Cft = 12.74 Cum

Fabrication of CGI Shed of size 60’x40’x20’ 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 = 120.77 Sqm

Fabrication of CGI Shed of size 60’x40’x20’ 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’ = [email protected]/m = 2125.84 Kg Total 16mm = 432’= [email protected]/m = 208.03 Kg Total 8mm = 1200’+480’ = 1680’ = [email protected]/m = 202.26 Kg Total = 2536.13 Kg

Fabrication of CGI Shed of size 60’x40’x20’ 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

Fabrication of CGI Shed of size 60’x40’x20’ 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 (250x250x4mm) = 12x20’ = 240’ =73.15m@ 30.83Kg/m = 2255.21 Kg Square Hollow Pipe SectionTruss/Tie Members (150x150x3mm) = 45’x6 + 40’x6 + 3’x6 + 2’x6 + 1’x6 = 546’ = [email protected]/m = 2301.58 Kg Rectangular Hollow Pipe Cross Members (96x48x3mm) = 60’x6 + 20’x6 = 480’ = [email protected]/m = 924.61 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(12x1.11x 47.1) = 1254.74 Kg 40 MS Anchor Bolts of size 20mm x 750mm(72Nos) 72x2'-6" = 180' = [email protected] per metre =137.15 Kg Total = 6873.29 Kg

Fabrication of CGI Shed of size 60’x40’x20’ Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface. Quantity = 120.77 Sqm

Fabrication of CGI Shed of size 60’x40’x20’ 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

Fabrication of CGI Shed of size 60’x40’x20’ Applying priming coat: With ready mixed red oxide Zinc Chromate primer of sqm sqm 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

Fabrication of CGI Shed of size 60’x40’x20’ 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

Fabrication of CGI Shed of size 60’x40’x20’ 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

Fabrication of CGI Shed of size 60’x40’x20’ 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., 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 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.

Fabrication of CGI Shed of size 60’x40’x20’ 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’x45’ = 2925 Sft = 271.74 Sqm

Fabrication of CGI Shed of size 60’x40’x20’ 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

Fabrication of CGI Shed of size 60’x40’x20’ Carriage of cement by Mechanical Transport for an average distance of 10 Km from nearest source to the site of work incl. loading, unloading and stacking complete, Carriage of sand aggregate above 40 mm, Carriage of Sand and stone aggregate below 40 mm by Mechanical Transport for an average distance of 30 Km from nearest source to the site of work incl. loading, unloading and stacking, Carriage of Steel by Mechanical Transport for an average distance of 30 Km from nearest source to the site of work incl. loading, unloading and stacking complete

Construction of Insulated Bunker of size 40’x12’x12 and Pit of size 40’x12’x3’ 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

Construction of Insulated Bunker of size 40’x12’x12 and Pit of size 40’x12’x3’ Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering 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

Construction of Insulated Bunker of size 40’x12’x12 and Pit of size 40’x12’x3’ 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 = 205.87 Sqm

Construction of Insulated Bunker of size 40’x12’x12 and Pit of size 40’x12’x3’ 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

Construction of Insulated Bunker of size 40’x12’x12 and Pit of size 40’x12’x3’ 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

Construction of Insulated Bunker of size 40’x12’x12 and Pit of size 40’x12’x3’ 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 = 3532 Sft= 329.99 Sqm

Construction of Insulated Bunker of size 40’x12’x12 and Pit of size 40’x12’x3’ 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'= [email protected]/m=1419.48Kg 8mm= 3096’ = [email protected]/m=372.74 Kg Total = 1792.22 + 5% extra = 1881.83 Kg

Construction of Insulated Bunker of size 40’x12’x12 and Pit of size 40’x12’x3’ 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

Construction of Insulated Bunker of size 40’x12’x12 and Pit of size 40’x12’x3’ 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 = 44.59 Sqm

Construction of Insulated Bunker of size 40’x12’x12 and Pit of size 40’x12’x3’ 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

Construction of Insulated Bunker of size 40’x12’x12 and Pit of size 40’x12’x3’ 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

Construction of Insulated Bunker of size 40’x12’x12 and Pit of size 40’x12’x3’ 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.

Construction of Insulated Bunker of size 40’x12’x12 and Pit of size 40’x12’x3’ 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

Construction of Insulated Bunker of size 40’x12’x12 and Pit of size 40’x12’x3’ 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

Construction of Insulated Bunker of size 40’x12’x12 and Pit of size 40’x12’x3’ 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

Construction of Insulated Bunker of size 40’x12’x12 and Pit of size 40’x12’x3’ 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’ = 96 Nos 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 Kms upto site of work including all taxes

Construction of Insulated Bunker of size 40’x12’x12 and Pit of size 40’x12’x3’ Providing and fitting of 75mm 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.

Construction of Insulated Bunker of size 40’x12’x12 and Pit of size 40’x12’x3’ 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

Construction of Insulated Bunker of size 40’x12’x12 and Pit of size 40’x12’x3’ G.P. sheet ducting for to and fro carriage of hot and moist air from blower to the pit. Quantity = 30 Sqm

Construction of Insulated Bunker of size 40’x12’x12 and Pit of size 40’x12’x3’ 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.

Construction of Insulated Bunker of size 40’x12’x12 and Pit of size 40’x12’x3’ 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

Construction of Insulated Bunker of size 40’x12’x12 and Pit of size 40’x12’x3’ Carriage of cement by Mechanical Transport for an average distance of 10 Km from nearest source to the site of work incl. loading, unloading and stacking complete, Carriage of sand aggregate above 40 mm, Carriage of Sand and stone aggregate below 40 mm by Mechanical Transport for an average distance of 30 Km from nearest source to the site of work incl. loading, unloading and stacking, Carriage of Steel by Mechanical Transport for an average distance of 30 Km from nearest source to the site of work incl. loading, unloading and stacking complete

Construction of Aerated Bunker - 2 Nos. of size 40’x12’x12’ along with Pit of size 40’x12’x3’ 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

Construction of Aerated Bunker - 2 Nos. of size 40’x12’x12’ along with Pit of size 40’x12’x3’ 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

Construction of Aerated Bunker - 2 Nos. of size 40’x12’x12’ along with Pit of size 40’x12’x3’ 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’) = 2880 Sft = 267.56 Sqm

Construction of Aerated Bunker - 2 Nos. of size 40’x12’x12’ along with Pit of size 40’x12’x3’ 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

Construction of Aerated Bunker - 2 Nos. of size 40’x12’x12’ along with Pit of size 40’x12’x3’ 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

Construction of Aerated Bunker - 2 Nos. of size 40’x12’x12’ along with Pit of size 40’x12’x3’ 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

Construction of Aerated Bunker - 2 Nos. of size 40’x12’x12’ along with Pit of size 40’x12’x3’ 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 = 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'= [email protected]/m=2548.98Kg 8mm= 6060’ = [email protected]/m=729.59Kg Total = 3278.57 + 5% extra = 3442.49 Kg

Construction of Aerated Bunker - 2 Nos. of size 40’x12’x12’ along with Pit of size 40’x12’x3’ 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

Construction of Aerated Bunker - 2 Nos. of size 40’x12’x12’ along with Pit of size 40’x12’x3’ 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

Construction of Aerated Bunker - 2 Nos. of size 40’x12’x12’ along with Pit of size 40’x12’x3’ Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface. Quantity = 535.12 Sqm

Construction of Aerated Bunker - 2 Nos. of size 40’x12’x12’ along with Pit of size 40’x12’x3’ 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

Construction of Aerated Bunker - 2 Nos. of size 40’x12’x12’ along with Pit of size 40’x12’x3’ 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.

Construction of Aerated Bunker - 2 Nos. of size 40’x12’x12’ along with Pit of size 40’x12’x3’ 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

Construction of Aerated Bunker - 2 Nos. of size 40’x12’x12’ along with Pit of size 40’x12’x3’ 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 = 89.18 Sqm

Construction of Aerated Bunker - 2 Nos. of size 40’x12’x12’ along with Pit of size 40’x12’x3’ 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

Construction of Aerated Bunker - 2 Nos. of size 40’x12’x12’ along with Pit of size 40’x12’x3’ 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 Nos 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

Construction of Aerated Bunker - 2 Nos. of size 40’x12’x12’ along with Pit of size 40’x12’x3’ 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

Construction of Aerated Bunker - 2 Nos. of size 40’x12’x12’ along with Pit of size 40’x12’x3’ G.P. sheet ducting for to and fro carriage of hot and moist air from blower to the pit. Quantity = 60 Sqm

Construction of Aerated Bunker - 2 Nos. of size 40’x12’x12’ along with Pit of size 40’x12’x3’ 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.

Construction of Aerated Bunker - 2 Nos. of size 40’x12’x12’ along with Pit of size 40’x12’x3’ 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

Construction of Aerated Bunker - 2 Nos. of size 40’x12’x12’ along with Pit of size 40’x12’x3’ Carriage of cement by Mechanical Transport for an average distance of 10 Km from nearest source to the site of work incl. loading, unloading and stacking complete, Carriage of sand aggregate above 40 mm, Carriage of Sand and stone aggregate below 40 mm by Mechanical Transport for an average distance of 30 Km from nearest source to the site of work incl. loading, unloading and stacking, Carriage of Steel by Mechanical Transport for an average distance of 30 Km from nearest source to the site of work incl. loading, unloading and stacking complete

Construction of RCC Guddy Pit of size 12’x12’x 8’ 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

Construction of RCC Guddy Pit of size 12’x12’x 8’ Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering 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

Construction of RCC Guddy Pit of size 12’x12’x 8’ 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

Construction of RCC Guddy Pit of size 12’x12’x 8’ 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

Construction of RCC Guddy Pit of size 12’x12’x 8’ 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

Construction of RCC Guddy Pit of size 12’x12’x 8’ 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

Construction of RCC Guddy Pit of size 12’x12’x 8’ 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'= [email protected]/m= 356.56Kg Total = 483.69 + 5% extra = 423.1 Kg

Construction of RCC Guddy Pit of size 12’x12’x 8’ 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 = 360 Cft = 10.19 Cum

Construction of RCC Guddy Pit of size 12’x12’x 8’ 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

Construction of RCC Guddy Pit of size 12’x12’x 8’ 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’ [email protected]/m = 55.59Kg Angle Iron Truss/Tie Members (50x50x5mm)= 2(5’x12) + 48’ = 158’ = [email protected]/m = 182.97 Kg Total = 238.56 + 5% extra = 250.48 Kg

Construction of RCC Guddy Pit of size 12’x12’x 8’ 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

Construction of RCC Guddy Pit of size 12’x12’x 8’ 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.

Construction of RCC Guddy Pit of size 12’x12’x 8’ Carriage of cement by Mechanical Transport for an average distance of 10 Km from nearest source to the site of work incl. loading, unloading and stacking complete, Carriage of sand aggregate above 40 mm, Carriage of Sand and stone aggregate below 40 mm by Mechanical Transport for an average distance of 30 Km from nearest source to the site of work incl. loading, unloading and stacking, Carriage of Steel by Mechanical Transport for an average distance of 30 Km from nearest source to the site of work incl. loading, unloading and stacking complete.

Construction of Control Room of size 12’x12’x12’ 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

Construction of Control Room of size 12’x12’x12’ 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

Construction of Control Room of size 12’x12’x12’ 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

Construction of Control Room of size 12’x12’x12’ 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 = 2.37 Cum

Construction of Control Room of size 12’x12’x12’ 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

Construction of Control Room of size 12’x12’x12’ 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

Construction of Control Room of size 12’x12’x12’ 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'= [email protected]/m= 356.56Kg 8mm= 1056’ = [email protected]/m=127.13 Kg Total = 483.69 + 5% extra = 493.36 Kg

Construction of Control Room of size 12’x12’x12’ 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

Construction of Control Room of size 12’x12’x12’ 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 = 13.37 Sqm

Construction of Control Room of size 12’x12’x12’ 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

Construction of Control Room of size 12’x12’x12’ Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface. Quantity = 115.10 Sqm

Construction of Control Room of size 12’x12’x12’ Wall Painting with acrylic emulsion paint of approved brand and manufacture to give an even shade. Two or more coats on new work Quantity = 115.10 Sqm

Construction of Control Room of size 12’x12’x12’ 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

Construction of Control Room of size 12’x12’x12’ 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

Construction of Control Room of size 12’x12’x12’ 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

Construction of Control Room of size 12’x12’x12’ 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

Construction of Control Room of size 12’x12’x12’ 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’’) = 39.5 Sft = 3.62 Sqm

Construction of Control Room of size 12’x12’x12’ 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

Construction of Control Room of size 12’x12’x12’ 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

Construction of Control Room of size 12’x12’x12’ 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

Construction of Control Room of size 12’x12’x12’ 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

Construction of Control Room of size 12’x12’x12’ Providing and fitting of Heavy duty standard Make Hardware fittingsf or 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-02 nos, with 04 half windows for each Job includes the cost of material and labour charges including all taxes.

Construction of Control Room of size 12’x12’x12’ Complete electrification and illumination 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.

Construction of Control Room of size 12’x12’x12’ Carriage of cement by Mechanical Transport for an average distance of 10 Km from nearest source to the site of work incl. loading, unloading and stacking complete, Carriage of sand aggregate above 40 mm, Carriage of Sand and stone aggregate below 40 mm by Mechanical Transport for an average distance of 30 Km from nearest source to the site of work incl. loading, unloading and stacking, Carriage of Steel by Mechanical Transport for an average distance of 30 Km from nearest source to the site of work incl. loading, unloading and stacking complete

Construction of Drainage System 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

Construction of Drainage System Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering 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

Construction of Drainage System 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

Construction of Drainage System 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

Construction of Drainage System 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

Construction of Drainage System Carriage of cement by Mechanical Transport for an average distance of 10 Km from nearest source to the site of work incl. loading, unloading and stacking complete, Carriage of sand aggregate above 40 mm, Carriage of Sand and stone aggregate below 40 mm by Mechanical Transport for an average distance of 30 Km from nearest source to the site of work incl. loading, unloading and stacking, Carriage of Steel by Mechanical Transport for an average distance of 30 Km from nearest source to the site of work incl. loading, unloading and stacking complete

Construction of Drainage System 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, solvents etc to make all the water points functional. Jib includes the cost of material, labour charges and all taxes.

Construction of Drainage System 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

Laying of Interlocking Paver Blocks 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

Laying of Interlocking Paver Blocks 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 = 294.96 Sqm

Laying of Interlocking Paver Blocks Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering 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

Laying of Interlocking Paver Blocks Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for column Quantity = (15’x3’) = 45 Sft = 4.18 Sqm

Laying of Interlocking Paver Blocks Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering 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

Laying of Interlocking Paver Blocks 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

Laying of Interlocking Paver Blocks 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’’) = 90 Sft= 8.36Sqm

Laying of Interlocking Paver Blocks Carriage of cement by Mechanical Transport for an average distance of 10 Km from nearest source to the site of work incl. loading, unloading and stacking complete, Carriage of sand aggregate above 40 mm, Carriage of Sand and stone aggregate below 40 mm by Mechanical Transport for an average distance of 30 Km from nearest source to the site of work incl. loading, unloading and stacking,

Providing and Fitting of Electrical Items along with other allied works Providing/fitting, installation, testing and commissioning of protection panel cum FASD starters for 3nos. motors along with other allied works Designing, fabrication, installation, testing and commissioning of LT control panel 415 volts, AC-3 Phase, 50 Hz. for pumping unit no. 01,02& 03 at . The panel shall be dust and vermin proof fabricated out of 16 SWG CR Sheet supported on M.S. angle of suitable size and having provision for fixing it on the ground with the help of foundation bolts. The panel should be sturdy enough for vibration free operation and should be equipped with suitable locking /sealing arrangements. The structure should be provided suitable entry and exit holes for incoming and outgoing cables. The panel should be given two coats of anti rust primer and two coats of steel grey enamel paint. The panel should have equipped with following components / features: M.C.C.B.The panel should be fitted with an M.C.C.B. of 125 Ampere capacity, 1 no. volt meter, 1 no ammeter along with a set of CTs, 1 No. V.S.S., 1 No. A.S. switch and a set of RYB indicators at incoming side including the bus bars . P/F of MCBs 63A-02 Nos, 32A-04 Nos for single phase supply. Outgoing no. 1 : The panel should be fitted with a 10 HP fully automatic star delta starter comprises of 3 Nos. air break contactors compatible with 10HP induction motor (2 nos. 18 A for main and delta supply, 1 No. air break contactor 18 A for star operation), 1 No. timer for change over the supply of motor from star to delta, 2 Nos. push buttons for start and stop operation of motor, 1 No. indicator .1 No. MCB for the protection of internal control wiring, a neat and clean internal control wiring should be made with flexible copper cables/ bus bars to complete the star delta circuit of out going supply for unit no. 1 (Complete job in scope of work in SBD)

Providing and Fitting of Electrical Items along with other allied works 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.

Providing and Fitting of Electrical Items along with other allied works 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

Providing and Fitting of Electrical Items along with other allied works 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

Providing and Fitting of Electrical Items along with other allied works 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

Providing and Fitting of Electrical Items along with other allied works 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

Providing and Fitting of Electrical Items along with other allied works 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

Providing and Fitting of Electrical Items along with other allied works 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 = 31.21 Sqm

Providing and Fitting of Electrical Items along with other allied works 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’ [email protected]/m = 104.23 Kg Angle Iron Truss/Tie Members (50x50x5mm)= (27’x3) + (14’x6) = 165’ = [email protected]/m = 191.1 Kg Total = 295.33 + 5% extra = 310.09 Kg

Providing and Fitting of Electrical Items along with other allied works 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 = 35.11 Sqm

Providing and Fitting of Electrical Items along with other allied works 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

Providing and Fitting of Electrical Items along with other allied works Carriage of cement by Mechanical Transport for an average distance of 10 Km from nearest source to the site of work incl. loading, unloading and stacking complete, Carriage of sand aggregate above 40 mm, Carriage of Sand and stone aggregate below 40 mm by Mechanical Transport for an average distance of 30 Km from nearest source to the site of work incl. loading, unloading and stacking, Carriage of Steel by Mechanical Transport for an average distance of 30 Km from nearest source to the site of work incl. loading, unloading and stacking complete

Providing and Fitting of Electrical Items along with other allied works 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

Land Levelling Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. Qty. = 120’x80’ = 9600 Sft = 891.86 Sqm

Land Levelling Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material beyond 120 cm girth upto and including 240 cm girth. Qty. = 2 Nos

RR Prefab Industry (BID ID -2404098)

sanjay kumar (BID ID -2403047)