Establishment of ETP/STP plants of health institutions of Jammu province 05 KLD ETP capacity at SDH Mendhar

Electromechanical Items Bar screen, Effluent lifting Pumps, Coagulation Tank, Flocculation tank, MBBR Tank , Secondary Tube settler tank, PSF filters , ACF filters, Dosing pumps and tanks, MBBR Media, Tube settler media , Filter feed Pumps, Air blowers, Air grid, Pressure gauge , level switches , Electrical panel , Diffusers, Electro-magnetic flow meter , earthing ,wiring, cabling , Ms support structure, Level Switch Indicator, MCC panel, PIPES & FITTING PPRC Pipes and allied fittings. Job is inclusive of all the complete accessories required for the equipment’s installed for proper functioning of the Effluent Treatment Plant. Job also includes Providing and Laying of PPRC Pipes of 100mm diameter (approx. 600 mtr in length) for discharge of effluent from source to collection tank and than from collection tank to the main drain along with all allied accessories and Manholes as per requirement. along the layed pipeline. As Per Detailed Annexure in SBD

Earth work in bulk excavation by manual means over areas (exceeding 30cm in dept, 1.5m width as well as 10m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5m, as directed by Engineer-in-Charge.All kinds of soil: Quantity = 12’x17’x6” = 102Cft = 2.88 Cum

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 = (10’x15’x3’’) = 37.5Cft = 1.06 Cum

Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columnQuantity =2(50’x1’-6”)=150Sft = 13.93 Sqm

15mm Cement plaster on the rough side of single or half brick wall of mix:1 : 4 ( 1cement : 4 fine sand) Quantity = 2(10’x1’) RCC walls + 2(15’x1’) + (10’x15’) Floor = 200 Sft= 18.5Sqm

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 Double mesh= (10’x22 + 15’x32) =700, 10mm =700'= [email protected]/m= 132Kg Total = 132 + 5% extra = 138.6 Kg

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 = (10’x15’x1’-3”) = 187.5Cft = 5.3 Cum

Earth work in bulk excavation by manual means over areas (exceeding 30cm in dept, 1.5m width as well as 10m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5m, as directed by Engineer-in-Charge.All kinds of soil: Quantity = 7’x7’x6’ = 294Cft = 8.32 Cum

Carriage of material by Mechanical Transport including loading, unloading stacking Earth upto 5 km Quantity = 7’x7’x6’ = 294Cft = 8.32 Cum

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 = (6’x6’x6’’) = 18Cft = 0.51 Cum

Cantering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for column Quantity =2(52’x13’)=192 Sft= 17.84 Sqm

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(6'x5’x3'')= 32.5Cft = 0.92 Cum

15mm Cement plaster on the rough side of single or half brick wall of mix:1 : 4 ( 1cement : 4 fine sand) Qty = 4 (6’x5’) Walls + (6’x6’) Floor + (6’x6’) slab = 192Sft= 17.84 Sqm

Steel reinforcement for R.C.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more 10mm Floor Raft Double mesh+ 10mm Slab Raff double mesh +10mm walls double mesh +10mm U's for holding the double mesh together m339.48- 164,54 [email protected]= 101.52 Ks Total w 101.5 + 5% extra = 106.6 Kg

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 19:3 (1 cement: 1%s coarse sand : 3 graded stone aggregate 20 mm nominal size Quantity =4(6"x5'x9") Tank Walls -+ (6"x6"x9")Floor Raft-+ (6'x6'x9")Slab " 144CA 4.08 Cum Total Quantity=19.31 Cum

Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement: 3 fine sand) as per standard design. In 75x75mm deep chase. Qty = 24’ = 7.32mtr

Providing of flat manhole cover 2ft x 2ft heavy duty.

Earth work in bulk excavation by manual means over areas (exceeding 30cm in dept, 1.5m width as well as 10m' on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5m, as directed by Engineer in-Charge. All kinds of soil: Quantity 4'x4'x3' = 48Cft = 1.35 Cum

Providing and laving 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 = (3'x3'x3**) = 2.25Cft = 0.06 Cum

Cantering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for column Quantity =2(12*x+')= 96Sft = 8.91Sqm

15mm Cement plaster on the rough side of single or half brick wall of mix:1: 4 (1 cement : 4 fine sand) Quantity = 4(3'x2') RCC walls + (3'x3') Floor= 33Sft= 3.065qm

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of cantering, shuttering, finishing and reinforcement. All works upto plinth level 1/2:3 (1 cement: 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size Quantity = 4(3'x2 x9") Walls + (3'x5'x9") Raft = 24.75Cf = 0.70 Cum Total Quantity = 24.75Cft = 0.70 Cum

Providing and fitting of 6mm Ms plate cover along with frame on the top of the pit. Ms plate 0.836 sqm@ 47.1kg/sqm = 39.39 kg ISA angle of size 50x50x6 of 7 meter length in total @4.5kg/m= 31.5kg Total weigh=39.39+31.5 =70.89kg

Earth work in bulk excavation by manual means over areas (exceeding 30cm in dept, 1.5m width as well as 10m' on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5m, as directed by Engineer in-Charge. All kinds of soil: Quantity 4'x4'x3' = 48Cft = 1.35 Cum

Providing and laving 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 = (3'x3'x3**) = 2.25Cft = 0.06 Cum

Cantering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for column Quantity =2(12*x+')= 96Sft = 8.91Sqm

15mm Cement plaster on the rough side of single or half brick wall of mix:1: 4 (1 cement : 4 fine sand) Quantity = 4(3'x2') RCC walls + (3'x3') Floor= 33Sft= 3.06Sqm

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of cantering, shuttering, finishing and reinforcement. All works upto plinth level 1/2:3 (1 cement: 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size Quantity = 4(3'x2 x9") Walls + (3'x5'x9") Raft = 24.75Cf = 0.70 Cum Total Quantity = 24.75Cft = 0.70 Cum

Providing and fitting of 6mm Ms plate cover along with frame on the top of the pit. Ms plate 0.836 sqm@ 47.1kg/sqm = 39.39 kg ISA angle of size 50x50x6 of 7 meter length in total @4.5kg/m= 31.5kg Total weigh=39.39+31.5 =70.89kg

Earthwork in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5m as directed by Engineer in charge. All kind of soils. Quantity = 2 (4’x4’x6”) = 16Cft =0.45 Cum

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:I:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) Quantity " 2(3x3'x3") - 4.5eft = 0.13 Cum

Cantering and shuttering including strutting, propping ete, and removal of form work for: Foundations, footings, bases for Colum Quantity =2(12'x3')- 72sft = 6.68sqm

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers nor 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(3'x3'x3") = 4.5Cft = 0.13Cum

15mm Cement plaster on the rough side of single or half brick wall of mix:1: 4 (1 cement: 4 fine sand) Quantity = 2(4(3'x3') RCC walls + 4(3'x3') RCC Walls)+ 2(3'x3') Floor=180Sft = 16.7Sqm

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more 10mm Floor Raft mesh= 2(3'x8 + 3'x8) = 96' 10mm walls mesh = 2(4(3'x8) Vertically) = 192' 10mm =288'= [email protected]/m= 54.16Kg Total =54.16 + 5% extra =56.86 Kg

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of cantering, shuttering, finishing and reinforcement. All works upto plinth level 1½:3 (I cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size Quantity = 2(4(3'×3'x9'')Walls+(3'×3'x9")Floor Raft ) = 67.5cft =1.91 Cum Total Quantity = 67.5Cft = 1.91 Cum

Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (I cement: 3 fine sand) as per standard design. In 75x75mm deep chase. Qty - 24' = 7.31 m

Consumables Required for 5 KLD ETP

CAMC First Year

CAMC Second Year

CAMC Third Year