509.090.2m6 m Canal 509.090.2m6 m 05.9090.2m6 m 598.12 m 598.02 m Community soak pit 5 HOUSES 5 HOUSES 5 HOUSES 598.62 m Waste Community soak pit Stagnate Pond 5 HOUSES 5 HOUSES 598.84 m PROPOSED LOCATION FOR Udasallama 5 HOUSES 599.12 m 5 HOUSES TRATMENT OF GREY WATER Temple 598.95 m 5 HOUSES 599.1 m Community soak pit Community soak pit 599.26 m 5 HOUSES Anjaneya 5 HOUSES 599.44 m 599.26 m599.23 m 599.26 m Temple 5 HOUSES 5 HOUSES Community soak pit 599.56m Community soak pit 599.26 m 0.00 m Old Basavanna Gudi 599.26 m 5 HOUSES Community soak pit 599.26 m 5 HOUSES Community soak pit 5 HOUSES Community soak pit 599.26 m 599.26 m 5 HOUSES 599.26 m 598.03 5 HOUSES 5 HOUSES 599.26 m 599.26 m 5 HOUSES 5 HOUSES Durgamma 5 HOUSES Temple Community soak pit 598.05m Community soak pit Community soak pit 599.26 m 5 HOUSES 599.26 m 599.26 m 599.26 m 599.26 m 5 HOUSES 5 HO 599.26 m 5 HOUSES 5 HOUSESCommunity soak pit 599.26 m 5 HOUSES Community soak pit Community soak pit 5 HOUSES 5 HOUSES 5 HOUSES 599.26 m 599.26 m 5 HOUSESCommunity soak pit 5 HOUSES 599.26 m 5 HOUSES 5 HOUSES 599.26 m 5 HOUSES 5H Community soak pit 5 HOUSES Community soak pit 599.26 m 5 HOUSES 5 HOUSES Community soak pit 599.26 m 5 HOUSES 5 HOUSES 599.26 m Basaveshwara Gudi 5 HOUSES 5 HOUSES 5 HOUSES Community soak pit 599.26 m 599.26 m 5 HOUSES 5 HOUSES 599.26 m Community soak pit 599.26 m 599.26 m 599.26 m 5 HOUSES Community soak pit 599.26 m Community soak pit 599.26 m 5 HOUSES Description 599.26 m 5 HOUSES 599.26 m Flow direction Community soak pit 5 HOUSES Drain Over head tank 599.26 m Transformer 5 HOUSES Electric pole Hand pump 5 HOUSES 599.26 m Community soak pit Borewell 5 HOUSES Cross drainage 599.26 m Temple Cistern 599.26 m Community soak pit Maszid 599.26 m House 5 HOUSES 599.26 m 599.26 m 599.26 m Community soak pit 5 HOUSES 5 HOUSES 5 HOUSES 599.26 m 599.26 m
KADAJJI VILLAGE N WE SW NW NE SE S SL DESCRIPTION REVISION BY DATE RELEASED NO FOR 1 INFORMATION CLIENT: FEASIBILITY 595.36 m DPR 594.32 m Agricultural TENDER Tarining Pond Center CONSTRUCTION 5 HOUSES 596.12 m 596.12 m 597.85 m 597.90 m Community soak pit Kadajji Gram Panchayat 597.95 m 5 HOUSES 597.93 m 598.01 m 5 HOUSES 598.12 m Community soak pit 5 HOUSES 598.10 m RDWS & S GOVERNAMENT 598.05m OF KARNATAKA 598.92 m D P R CONSULTANT: 5 HOUSES ..\\..\\..\\desktop\\grey water model dpr\\transperent logo.png 598.45 m Community soak pit Vidwan Ventures Engineering Consultants House no #03 Manmathnal, Hunagund Taluk, 5 HOUSES Bagalkot District, 587118 5 HOUSES 598.10 m +918050128708, 3m 597.01 m www.vidwanventures.com, [email protected] 597.99 m Community soak pit Community soak pit PROJECT: 5 HOUSES Grey Water Management for Kadajji Village in Kadajji Gram Panchayat in 5 HOUSES 598.12 m Davanagere District 598.10 m m 598.12m OUSES 5 HOUSES HOUSES 598.05 m 5 HOUSES Community soak pit DRAWN REVISION: BY: JOB NO: Govt High School SHEET: DESIGNED BY: CHECKED BY: WORK NAME: VILLAGE DETAILS Grey Water Management for Kadajji Village in Kadajji Gram Panchayat in Total length of CC drain 4325.2m Davanagere District Total Length of Earthen drain 595.1m TITLE: Toatal length of all drains 4920.3m LAYOUT OF KADAJJI VILLAGE Total no of Community soak 34 No's pits provided 20 No of houses connected to 3850.0m each soak pit Capacity of each Soak pit SCALE: DRAWING NO: 1
Detailed Project Report for Greywater Management in Kadajji village Kadajji . G.P. Davanagere District Prepared by- Vidwan Ventures Engineering Consultants
Detailed Project Report for Greywater Management in Kadajji village Kadajji G.P. Davanagere District Sl. No. Particulars Amount Part -A 2283652.00 2283652.00 1 Community Soak Pit (with silt trap) 274038.24 Total 228365.2 0 GST @12% on Total 2786055.44 Contaigencies and Other Charges 10% 27.90 Non-SOR Items (Inclusive of GST) Grand Total In lakhs In words: Twentyseven Lakhs Ninty Thousands Only Assistant Executive Engineer Executive Engineer
DETAILED ESTIMATE FOR COMMUNITY SOAK PIT Sl. Description of Item Unit No L B D Qty Rate Amount No. (Rs) (Rs) 1 Earthwork in surface excavation in ordinary soil for levelling and lowering the ground manually (other than foundation of buildings, culverts, road drains and trenches of pipe lines and cables) and removing the excavated stuff to a distance not exceeding 50m and lift upto 1.5m, excavated surface levelled and neatly dressed, disposed earth to be levelled after breaking of clods and neatly dressed as per specifications. Specification No KBS 2.1(a)/2.3.1 (RDW&S BGV Circle, SR 2019-20, P.No - 8, I.No - 2.01) For foundation Silt trap CUM 1 1.2 1.2 0.6 0.864 42.82 Soak pit CUM 1 9.62 4.45 43.68 Total 0.14 249.00 10877.21 0.14 5635.00 811.44 2 Providing and laying in position plain cement concrete of 6187.00 1237.40 grade M 15 with OPC cement @ 240kgs, with 40mm and down size graded granite metal coarse aggregates @0.878cum and fine aggregtes @ 0.459cum machine mixed, concrete laid in layers not exceeding 15 cms.thick, well compacted, in foundation, including cost of all materials, labour, HOM of machinery,curing complete as per PspCecCifBiceadtions. (RDW&S BGV Circle, SR 2019-20, P.No - Silt trap CUM 1 1.2 1.2 0.1 Total 3 Providing and constructing burnt brick masonry for basement and superstructure with approved quality of non-modular bricks of standard size of class designation 3.5 Newton per sqmm with cement mortar 1:6 including cost of materials, labour charges, scaffolding, curing complete as per specifications. Specification No. KBS 6.2 (RDW&S BGV Circle, SR 2019-20, P.No - 43, I.No - 5.09) Silt trap CUM 1 4 0.1 0.5 0.2 Total 0.20 Vidwan Ventures Engineering Cosnsultants
Sl. Description of Item Unit No L B D Qty Rate Amount No. 11.00 (Rs) (Rs) 4 Supplying & errection of RCC rings for well steining of 0.3 1573.00 17303.00 Mtr Depth using M-20 grade concrete using clean graded granite or trap or jelly of approved quality 20mm and down size well compacted including centering, formwork and plastering for both faces with C.M 1:3 proportion as per design using 6.50mm M.S. coil at the rate of 10 Kgs/ring including cost of steel and fabrication, bailing out of water, errection etc., complete. (RDW&S BGV Circle, SR 2019-20, P.No -115, I.No - 11.20.1) For 1.80m dia (clear) rings of steining EACH 11 thickness 0.075mm upto 18 M depth 5 Providing and filling with boulders or rubble of approved size and quality, including hand packing, wedging, filling in voids with quarry spalls and clean sand etc., complete with all lead and lifts, etc., complete (RDW&S BGV Circle, SR 2019-20, P.No -115, I.No - 11.211) Boulders filling CUM 1 12.18 0.3 3.35 12.24 1074.00 13150.07 6 Providing and filling with boulders or rubble of approved size 6.56 1074.00 7050.06 10.00 600.00 6000.00 and quality, including hand packing, wedging, filling in voids 2118.64 1.00 2118.64 with quarry spalls and clean sand etc., complete with all lead and lifts, etc., complete (RDW&S BGV Circle, SR 2019-20, P.No -115, I.No - 11.211) Sand filling CUM 1 10.94 0.15 4 6 Good quality well burnt charcoal for grounding purpose packed in a non returnable gunny bags of 30 kg each (RDW&S BGV Circle, SR 2019-20, P.No -LX, I.No - 11.211) Charcoal filling BAGS 10 7 C.I manhole cover with frame 610x455mm size (38 Kgs) (RDW&S BGV Circle, SR 2019-20, P.No -XLIV, I.No - 1048) Mnahole cover EACH 1 Vidwan Ventures Engineering Cosnsultants
Sl. Description of Item Unit No L B D Qty Rate Amount No. (Rs) (Rs) 0.12 8 Providing and laying Reinforced cement concrete of mix 0.77 0.89 design of M-20 Grade with cement @ 320 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.69 cum and fine aggregates @ 0.46 cum, super plasticiser @ 3lts confirming to IS-9103-1999 reaffirmed 2008 machine mixing,laid in layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary as per design and specifications etc., complete for RCC roof slab,top dome,ring beam of all spans (exclusive cost of steel and fabrication charges) (RDW&S BGV Circle, SR 2019-20, P.No - 111, I.No - 11.08) For silt trap CUM 1 1.1 1.1 0.1 For Soak pit CUM 1 6.16 0.125 Total 9675.00 8618.39 Total 67166.21 For 34 2283652.00 Soak pit Section officer Assistant Executive Engineer Vidwan Ventures Engineering Cosnsultants
Detailed Project Report for Greywater Management in Kadajji village Kadajji . G.P. Davanagere District Annexure 3- Waste Stabilisation Pond Prepared by- Vidwan Ventures Engineering Consultants 35 | P a g e
Detailed Project Report for Greywater Management in Kadajji village Kadajji . G.P. Davanagere District Waste Stabilisation Pond A waste stabilization pond is an artificial water basin, where wastewater is retained for a certain period of time thereby allowing natural treatment through action of sunlight, air and microorganisms. There are different variants of WSPs available, which are often used in combination with each other. The most common practice is linking anaerobic, facultative and maturation ponds in series to achieve high effluent quality. Typical waste stabilization ponds do not use electromechanical equipment. However facultative ponds with surface aerators are sometimes used for high effluent quality. Processes in Waste Stabilization Pond WSPs are usually divided in three types: Anaerobic Ponds, Facultative Ponds and Maturation Ponds. A typical WSPs system includes each of these types in series, each type forming one treatment stage. Anaerobic ponds are built to a depth of 2 to 5 m and have a relatively short detention time of 1 to 7 days. Facultative ponds should be constructed to a depth of 1 to 2.5 m and have a detention time between 5 to 30days. Aerobic/ maturation ponds are usually between 0.5 to 1.5 m deep with a retention time of 15 to 20 days. If used in combination with algae and/or fish harvesting (see Fish Pond), this type of pond is effectiveat removing the majority of nitrogen and phosphorus from the effluent. Ideally, several aerobic ponds can be built in series to provide a high level of pathogen removal. Pre-treatment is essential to prevent scum formation and to hinder excess solids and garbage from enteringthe ponds. To prevent leaching into the groundwater, the ponds should have a liner. The liner can be madefrom clay, asphalt, compacted earth, or any other impervious material. To protect the pond from runoff anderosion, a protective berm should be constructed around the pond using the excavated material. A fence should be installed to ensure that people and animals stay out of the area and that garbage does not enter the ponds. Only low concentration wastewater may be discharged directly into primary facultative ponds. Depending on the requirement for the final effluent in terms of pathogen reduction, only anaerobic andfacultative ponds are constructed in some instances. Advantages and Disadvantages of Waste Stabilization Pond Advantages Disadvantages ● Simplicity in design and construction ● High area requirement ● Easy for operation and reliability ● High cost, depending on cost of land ● Low equipment & power requirement ● Formation of algae which causes greenish color in effluent ● Skilled labor is not required ● Mosquito control required ● Can handle intermittent usage and shock loading ● Not suitable for colder regions Prepared by- Vidwan Ventures Engineering Consultants 36 | P a g e
Detailed Project Report for Greywater Management in Kadajji village Kadajji . G.P. Davanagere District ● Effluent can be reused in aquaculture ● Not very effective at removing heavy metals from waste water ● Can be built and repaired with locally available materials ● Evaporation losses in hot, dry climates are high ● The effluent is suitable for irrigation because of its high-nutrient and low pathogen content. Prepared by- Vidwan Ventures Engineering Consultants 37 | P a g e
Detailed Project Report for Greywater Management in Kadajji village Kadajji . G.P. Davanagere District Prepared by- Vidwan Ventures Engineering Consultants
Design of Waste Stabilisation Pond Design Factors Value Unit Particulars 4692 Nos Population Water supply 55 LPCD Water consumption Wastewater generation (70% of water 258084.23 Liter/Day supply) Daily wastewater flow (DWF) 180658.96 Liter/Day Peak daily flow (DWF) Influent BOD (Li) 180.66 m3/day Effluent BOD (Le) 451.65 m3/day Average Tempreture 300 mg/L Design Modules 20 mg/L 28 °C Screen Value Units Particular Width Same as channel m Length Inclination angle Same as channel m Thickness of bars Clear spacing between bars 45 ° Velocity of flow in m/sec (0.6 to 0.9m/s) Headloss in screening (for circular bars) 16 mm Anaerobic Pond 0.006 m Parameters 0.8 m/s Average daily inflow (Q) BOD in (Li) 0.00 m Tempreture Depth of the pond D Value Unit Free board 451.65 m3/day Total depth of the pond Length to breadth ratio 0.3 Kg/cum 28 °C 4m 0.5 m 4.5 m 2;1
Design values 180 mg/l 451.62 m³ BOD remaining Volume of pond ������������������ 15.2 m Length L 7.60 m Width W 4.5 m Depth including freeboard 115.52 m² Area provided 1243.45 ft² 1.14 Gunta Facultatvive pond Parameters Value Unit Average daily inflow (Q) 451.65 m³/day BOD in (Li) i.e., average BOD of influent 120 mg/L BOD out (Le) i.e., required BOD 60 mg/L Tempreture (T) 28 °C Depth of pond (D) 1.5 m Total depth (including FB) 2m Note: We have HRT of 3 days, so we have to design capacity of facultative pond for 3 days Design values 1354.94 m³/day 2.26 Days Avrage inflow per cycle HRT 2037.95 m² Area of pond 1.5 m Depth 2m Total depth (including FB) Top width of the pond (Bt) 34.90 m Bottom width of the pond (Bb) 28.90 m Top length of the pond (Lt) 66.90 m Bottom length of the pond (Lb) 60.90 m Area of facultative pond (top) 2334.81 m² 25131.66 ft² 23.08 Gunta
Aeriation Pond/ Maturity Pond Parameters Value Unit Average daily inflow (Q) 451.65 m³/day BOD in (Li) i.e., Average BOD of influent 60 mg/L BOS out (Le) i.e., required BOD 20 mg/L Tempreture (T) 28 °C Hydraulic Retention Time (HRT) Depth 3 days Depth of the pond With FB 1m 1.5 m Note: We have HRT of 3 days, so we have to design capacity of facultative pond for 3 days Design values 1354.94 m³/day 3.00 Days Avrage inflow per cycle HRT 4064.83 m² Area of pond 1m Depth Total depth (including FB) 1.5 m Top width of the pond (Wt) 49.58 m Bottom width of the pond (Wb) 40.58 m Top length of the pond (Lt) 94.66 m Bottom length of the pond (Lb) 85.66 m Area of facultative pond (top) 4693.24 m² 50517.60 ft² 46.39 Gunta Total area required for Grey water 7143.57 m² stabilisation pond 76892.70 ft² 70.61 Gunta
Detailed Project Report for Greywater Management in Kadajji village Kadajji . G.P. Davanagere District Prepared by- Vidwan Ventures Engineering Consultants
SCHEMATIC VIEW OF ANAERO 0.15 0.5M FREE BOARD 0.20 0.50 Inlet Pipe @150mm Ø G 4.50 4.00 16MM Ø DISTRIBUTION BARS @150MM DIA 2.40 0.30 0.10 15.20 15.50 16.40 SECTION @ A A INLET PIPE @150MM Ø A 9.20 7.90 7.60 0.60 0.60 6.00 6.00 SECTION OFFICER 15.20 15.50 16.40 PLAN ASSISTANT EXECUTIVE ENGINEER
KADAJJI VILLAGE N OBIC POND SW NW NE SE WE S 150MM THICK RCC SLAB OF DESCRIPTION REVISION BY DATE RELEASED M30 GRADE CC FOR WASH OUT PIPE @150MM Ø INFORMATION FEASIBILITY DPR TENDER CONSTRUCTION CLIENT: 150MM THICK RCC WALL OF M30 GRADE CC L 16MM Ø MAIN BARS 16MM @ 150MM C-C RDWS & S GOVERNAMENT @150MM C-C HORIZONTAL BARS OF KARNATAKA 16MM Ø @150MM C-C D P R CONSULTANT: HORIZONTAL BARS Vidwan Ventures Engineering Consultants 0.3M DEPTH RCC House no #03 Manmathnal, Hunagund Taluk, RAFT FOOTING OF M40 GRADE CC Bagalkot District, 587118 0.1M PCC M10 GRADE CC +918050128708, A www.vidwanventures.com, [email protected] WASH OUT PIPE PROJECT: @150MM Ø Grey Water Management for Kadajji 0.6M X 0.6M MANHOLE Village in Kadajji Gram Panchayat in @6M C-C Davanagere District OUTLET PIPE DRAWN REVISION: @150MMØ BY: JOB NO: SHEET: DESIGNED BY: CHECKED BY: WORK NAME: Grey Water Management for Kadajji Village in Kadajji Gram Panchayat in Davanagere District TITLE: SCEMATIC DRAWING OF ANAEROBIC POND EXECUTIVE ENGINEER SCALE: DRAWING NO: 1
SCHEMATIC DRAWING OF FACULTATIV 10mm Ø TOP DISTRIBUTION 2m WIDE PASSAGE BARS @300mm c-c FOR INSPECTION 10mm Ø BOTTOM DISTRIBUTION 12mm Ø BOTTOM BARS @ 300mm c-c MAIN BARS @ 300mm c-c 12mm Ø TOP MAIN BARS @ 300mm c-c 0.50m DEPTH FREE BOARD 0.15 0.10 0.50 2.00 2.00 150mm Ø WASHOUT PIPE 1.50 25mm THICK STONE PITCHING FOR 7.50 SLOPE PROTECTION @ 1:3 SLOPE 12mm Ø TOP MAIN 12mm Ø BOTTOM EARTHEN BUND BARS @ 300mm c-c MAIN BARS @ 300mm c-c SCALE: 1:10 0.5M DEPTH FREE BOARD 0.50 1:3 BUND SLOPE 60.90 66.90 SECTION @ AA A B SECTION @ BB A 35.00 29.00 34.90 28.90 PLAN B SECTION OFFICER ASSISTANT EXECUTIVE ENGINEER
VE POND KADAJJI VILLAGE N WE SW NW NE SE S DESCRIPTION REVISION BY DATREELEASED FOR INFORMATION FEASIBILITY DPR TENDER CONSTRUCTION CLIENT: 1.50 10mm Ø TOP RDWS & S GOVERNAMENT DISTRIBUTION OF KARNATAKA BARS @ 300mm c-c D P R CONSULTANT: 10mm ØBOTTOM MAIN BARS @ Vidwan Ventures Engineering Consultants 300mm c-c House no #03 Manmathnal, Hunagund Taluk, 12mm Ø BOTTOM Bagalkot District, 587118 MAIN BARS @ +918050128708, 300mm c-c www.vidwanventures.com, [email protected] 12mm Ø TOP MAIN BARS @ 300mm c-c PROJECT: 0.50m FREE BOARD Grey Water Management for Kadajji 0.50 Village in Kadajji Gram Panchayat in Davanagere District 10mm ØBOTTOM MAIN BARS @ 300mm c-c 7.50 10mm Ø BOTTOM DISTRIBUTION BARS @ 2.00 300mm c-c 2m WIDE INSPECTION PASSAGE 12mm ØMAIN BARS @ DRAWN REVISION: 300mm c-c BY: JOB NO: SHEET: 10mm Ø TOP DESIGNED DISTRIBUTION BY: BARS @ 300mm c-c CHECKED 0.15m RCC SLAB BY: 0.1 m PCC WORK NAME: SCALE: 1:10 25mm THICK STONE Grey Water Management for Kadajji PITCHING IN 1:3 SLOPE Village in Kadajji Gram Panchayat in Davanagere District EARTHEN BUND TITLE: SCEMATIC DRAWING OF FACULTATIVE POND EXECUTIVE ENGINEER SCALE: DRAWING NO: 1
SCHEMATIC DRAWING OF AEROBIC PON 10mm Ø BOTTOM DISTRIBUTION 2m WIDE PASSAGE FOR INSPECTION BARS @300mm c-c 10mm Ø TOP DISTRIBUTION 12mm Ø BOTTOM MAIN BARS @300mm c-c BARS @ 300mm c-c 12mm Ø TOP MAIN 0.15 BARS @ 300mm c-c 0.10 150mm Ø INLET PIPE 2.00 300mm THICK BBM @1:3 CM 0.20 0.50 SCA 2.00 1.00 85.66 94.66 SECTION @ AA 94.66 B 85.66 150mm Ø OUTLET PIPE 150mm Ø INLET PIPE SECTION @ BB A A 4 49.58 40.58 SECTION OFFICER B ASSISTANT EXECUTIVE ENGINEER
ND KADAJJI VILLAGE N WE SW NW NE SE S DESCRIPTION REVISION BY DATREELEASED FOR 0.50 INFORMATION 1.50 FEASIBILITY DPR 1.00 TENDER CONSTRUCTION ALE: 1:10 CLIENT: 0.50 300mm THICK BBM @ 1:3 CM RDWS & S GOVERNAMENT 0.20 0.15 OF KARNATAKA 0.3 D P R CONSULTANT: 12mm Ø BOTTOM MAIN BARS Vidwan Ventures Engineering Consultants @ 300mm c-c House no #03 Manmathnal, Hunagund Taluk, 10mm Ø BOTTOM DISTRIBUTION BAR @ 300mm c-c Bagalkot District, 587118 +918050128708, 12mm Ø TOP MAIN BARS @ 300mm c-c www.vidwanventures.com, [email protected] 10mm Ø TOP DISTRIBUTION BAR @ 300mm c-c PROJECT: Grey Water Management for Kadajji Village in Kadajji Gram Panchayat in Davanagere District 0.50 49.58 40.58 DRAWN REVISION: BY: JOB NO: SHEET: DESIGNED BY: CHECKED BY: WORK NAME: 1.00 Grey Water Management for Kadajji 2.00 Village in Kadajji Gram Panchayat in Davanagere District 0.10 1.50 SCALE: 1:10 TITLE: SCEMATIC DRAWING OF AEROBIC POND EXECUTIVE ENGINEER SCALE: DRAWING NO: 1
509.090.2m6 m Canal 059.090.2m6 m 50.9090.2m6 m 598.12 m 598.02 m 5 HOUSES 5 HOUSES 5 HOUSES Waste 598.62 m Stagnate Pond 5 HOUSES 5 HOUSES 598.84 m 5 HOUSES 5 HOUSES 598.95 m 599.1 m PROPOSED LOCATION FOR Udasallama 599.12 m TRATMENT OF GREY WATER Temple 5 HOUSES 599.26 m 5 HOUSES Anjaneya 5 HOUSES 599.44 m 599.26 m599.23 m 599.26 m Temple 5 HOUSES 5 HOUSES 599.56m Community soak pit 599.26 m 0.00 m 599.26 m Old Basavanna Gudi Community soak pit 599.26 m 5 HOUSES 5 HOUSES 5 HOUSES 599.26 m 599.26 m 599.26 m 5 HOUSES 5 HOUSES 598.03 5 HOUSES 599.26 m Durgamma 599.26 m Temple 5 HOUSES 5 HOUSES 5 HOUSES 599.26 m 5 HOUSES 599.26 m 5 HOUSES 599.26 m 599.26 m 598.05m 599.26 m 599.26 m 599.26 m 5 HOUSES 5 HOUSES 5 HO 5 HOUSES 5H 5 HOUSES 5 HOUSES 5 HOUSES 599.26 m 599.26 m 5 HOUSES 5 HOUSES 599.26 m 5 HOUSES 5 HOUSES 599.26 m 5 HOUSES 5 HOUSES 599.26 m 5 HOUSES 5 HOUSES 599.26 m 5 HOUSES 5 HOUSES 599.26 m Basaveshwara Gudi 5 HOUSES 5 HOUSES 5 HOUSES 599.26 m 599.26 m 5 HOUSES 599.26 m 599.26 m 5 HOUSES 5 HOUSES 599.26 m 599.26 m 5 HOUSES Description 599.26 m Flow direction 599.26 m Drain Over head tank 5 HOUSES599.26 m 599.26 m Transformer 5 HOUSES 599.26 m Electric pole Hand pump 5 HOUSES Borewell 5 HOUSES 599.26 m Cross drainage 5 HOUSES Temple Cistern 599.26 m Maszid House 599.26 m 5 HOUSES 599.26 m 599.26 m 599.26 m 5 HOUSES 599.26 m 5 HOUSES 5 HOUSES 599.26 m 599.26 m SECTION OFFICER ASSISTANT EXECUTIVE ENGINEER
KADAJJI VILLAGE N WE SW NW NE SE S SL DESCRIPTION REVISION BY DATE RELEASED NO FOR 1 INFORMATION CLIENT: FEASIBILITY 595.36 m DPR 594.32 m Agricultural TENDER Tarining Pond Center CONSTRUCTION 596.12 m 596.12 m 597.85 m 5 HOUSES Kadajji Gram Panchayat 597.95 m 5 HOUSES 597.93 m 598.01 m 597.90 m 5 HOUSES 598.12 m 5 HOUSES 598.10 m RDWS & S GOVERNAMENT 598.05m OF KARNATAKA 598.92 m D P R CONSULTANT: 5 HOUSES ..\\..\\..\\desktop\\grey water model dpr\\transperent logo.png 598.45 m Vidwan Ventures Engineering Consultants 5 HOUSES House no #03 Manmathnal, Hunagund Taluk, 5 HOUSES 598.10 m Bagalkot District, 587118 +918050128708, 3m 597.01 m 597.99 m www.vidwanventures.com, [email protected] 5 HOUSES 598.12 m PROJECT: 5 HOUSES Grey Water Management for Kadajji Village in Kadajji Gram Panchayat in 598.10 m Davanagere District m 598.12m OUSES 5 HOUSES HOUSES 598.05 m 5 HOUSES DRAWN REVISION: BY: JOB NO: SHEET: DESIGNED BY: CHECKED BY: WORK NAME: Govt High School Grey Water Management for Kadajji Village in Kadajji Gram Panchayat in VILLAGE DETAILS Davanagere District Total length of CC drain 4325.2m TITLE: Total Length of Earthen drain 595.1m LAYOUT OF KADAJJI VILLAGE Toatal length of all drains 4920.3m Total no of Community soak 34 No's pits provided 20 No of houses connected to 3850.0m each soak pit Capacity of each Soak pit EXECUTIVE ENGINEER SCALE: DRAWING NO: 1
Detailed Project Report for Greywater Management in Kadajji village Kadajji . G.P. Davanagere District Prepared by- Vidwan Ventures Engineering Consultants
Detailed Project Report for Greywater Management in Kadajji village Kadajji G.P. Davanagere District Sl. No. Particulars Amount Part -A 1000.00 1405696.0 1 Screen Chamber (Lumpsum) 3693908.00 6253415.00 2 Anaerobic Pond 11354019 1362482.28 3 Facultative Pond 1135401.9 4 Aerobic Pond 0 13851903.18 Total 138.52 GST @12% on Total Contaigencies and Other Charges 10% Non-SOR Items (Inclusive of GST) Grand Total In lakhs In words: One Hundred and Thirty Eight Lakhs Fifty Two Thousand Only Assistant Executive Engineer Executive Engineer
DETAILED ESTIMATE FOR ANAEROBIC POND Sl. Description of Item Unit No L B D Qty Rate (Rs) Amount (Rs) No. 350.304 1 Earthwork in surface excavation in ordinary soil for levelling and lowering the ground manually (other than foundation of buildings, culverts, road drains and trenches of pipe lines and cables) and removing the excavated stuff to a distance not exceeding 50m and lift upto 1.5m, excavated surface levelled and neatly dressed, disposed earth to be levelled after breaking of clods and neatly dressed as per specifications. Specification No KBS 2.1(a)/2.3.1 (RDW&S BGV Circle, SR 2019-20, P.No - 8, I.No - 2.01) For foundation CUM 1 16.4 8.9 2.4 249.00 87225.696 2 Providing and laying in position plain cement concrete of grade M 15 with OPC cement @ 240kgs, with 40mm and down size graded granite metal coarse aggregates @0.878cum and fine aggregtes @ 0.459cum machine mixed, concrete laid in layers not exceeding 15 cms.thick, well compacted, in foundation, including cost of all materials, labour, HOM of machinery,curing complete as per specifications. (RDW&S BGV Circle, SR 2019-20, P.No - 22, I.No - 4.01) PCC Bed CUM 1 16.4 8.9 0.1 14.596 5635.00 82248.46 3 Providing and laying Reinforced cement concrete of mix design of M-30 Grade with cement @ 360 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.69 cum and fine aggregates @0.46 cum, super plasticiser @ 3lts confirming to IS9103-1999 reaffirmed 2008 in layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary etc., complete for R. rafts, raft ring-beam, column footing, columns below ground level (exclusive cost of steel and fabrication charges). (RDW&S BGV Circle, SR 2019-20, P.No - 30, I.No - 4.44) Raft slab CUM 1 16.4 8.9 0.3 43.788 Verticle wall Long wall CUM 2 15.5 0.15 4.5 20.925 Short wall CUM 2 7.6 0.15 4.5 10.26 Total 74.973 5859.00 439266.807 4 Providing and laying Reinforced cement concrete of mix design of M-20 Grade with cement @ 320 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.69 cum and fine aggregates @ 0.46 cum, super plasticiser @ 3lts confirming to IS-9103-1999 reaffirmed 2008 machine mixing,laid in layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary as per design and specifications etc., complete for RCC roof slab,top dome,ring beam of all spans (exclusive cost of steel and fabrication charges) (RDW&S BGV Circle, SR 2019-20, P.No - 111, I.No - 11.08) Slab CUM 1 15.5 7.9 0.15 18.368 9852.00 180956.61
Sl. Description of Item Unit No L B D Qty Rate (Rs) Amount (Rs) No. 5 Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) including for OHT & reservoier, cost of materials, labour, HOM of machinery complete as per specifications. (RDW&S BGV Circle, SR 2019-20, P.No - 37, I.No - 4.59) Reinforcement KG 93.341 0.8 5861.78 Ton 5.86 70307.00 412124.41 6 Extra for Water proofing the inside surface of Tanks (OHT & UGT) - 88198.00 6355.92 applying of modified polymers soft acrylic esters coat @ 0.40 kg/sqm in 2 coats including all labour charges tools and equipments, all complete as per the specification. (RDW&S BGV Circle, SR 2019-20, P.No - 82, I.No - 9.66) Wall SQMT 45.60 4.5 205.2 115.52 Floor SQMT 15.2 7.6 320.72 Total 275.00 7 C.I manhole cover with frame 610x455mm size (38 Kgs) (RDW&S BGV Circle, SR 2019-20, P.No - XLIV, I.No - 624) MANHOLE 3 3 2118.64 8 Supplying, of DI flanged pipe confirming to 8329:2000 with latest amendments with cement morter lining (CML) with portland slag cement as per IS455:1989 with metallic zinc coating as per annex A of IS 8329 with finishing layer of Bituminous coating as per Annex C of IS8329 and flanges metallic zinc rich epoxy paint & Bituminous coating,laying true to line and hoisting in position and aligning to correct plumb including cost of jointing material,conveying to work spot with all lead and lifts etc., complete (RDW&S BGV Circle, SR 2019-20, P.No - 94, I.No - 10.19) 300mm Dia 35 15 7288 109320.00 Total 1405695.90 Say 1405696.00 Section officer Assistant Executive Engineer
DETAILED ESTIMATE FOR FACULTATIVE POND Sl. Description of Item Unit No L B D Qty Rate (Rs) Amount (Rs) No. 1 Providing hearting embankment using selected impervious soil from approved borrow areas in layers of 250 to 300 mm before compaction including cost of all materials, machinery, labour, all other operations such as excavation, sorting out, transportation, spreading in layer of specified thickness, breaking clods, sectioning, watering, compacting to density control of not less than 95 percent using power roller etc., complete with all lead and lifts (RDW&S BGV Circle, SR 2019-20, P.No - 15, I.No - 2.32) Ordinary/Hard soil Bund CUM 1.00 212.44 9.59 2038.15 208.00 423935.07 2 Providing and laying Reinforced cement concrete of mix design of M-30 Grade with cement @ 360 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.69 cum and fine aggregates @0.46 cum, super plasticiser @ 3lts confirming to IS9103- 1999 reaffirmed 2008 in layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary etc., complete for R. rafts, raft ring- beam, column footing, columns below ground level (exclusive cost of steel and fabrication charges). (RDW&S BGV Circle, SR 2019-20, P.No - 30, I.No - 4.44) RCC Bed CUM 1.00 60.90 28.90 0.10 176.00 Slope section Longer side CUM 2.00 66.90 3.00 0.10 40.14 Shorter side CUM 2.00 35.00 3.00 0.10 21.00 Passage CUM 1.00 211.80 2.00 0.10 42.36 279.50 5859.00 1637596.36 3 Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) including for OHT & reservoier, cost of materials, labour, HOM of machinery complete as per specifications. (RDW&S BGV Circle, SR 2019-20, P.No - 37, I.No - 4.59) Reinforcement KG 279.50 0.80 17552.66 Ton 17.55 70307.00 1234075.06 4 Providing and constructing 450 mm thick hand packed rough stone revetment 288981.00 consisting of 300 mm thick rough stones with 400 to 450 mm long through stones at 109320.00 3693907.49 1.5 m c / c over a backing of 150 mm thick 40 mm down graded coarse aggregate 3693908.00 layer including cost of all materials, machinery, labour, laying to specified slope, wedging with chips, finishing etc., complete with all lead and lifts (RDW&S BGV Circle, SR 2019-20, P.No - 17, I.No - 2.41) Stone pitching/ Revitment SQMT 1.00 231.00 3.00 693.00 417.00 5 Supplying, of DI flanged pipe confirming to 8329:2000 with latest amendments with cement morter lining (CML) with portland slag cement as per IS455:1989 with metallic zinc coating as per annex A of IS 8329 with finishing layer of Bituminous coating as per Annex C of IS8329 and flanges metallic zinc rich epoxy paint & Bituminous coating,laying true to line and hoisting in position and aligning to correct plumb including cost of jointing material,conveying to work spot with all lead and lifts etc., complete (RDW&S BGV Circle, SR 2019-20, P.No - 94, I.No - 10.19) 300mm Dia Inlet, Outlet and 3.00 5.00 15.00 7288.00 Washout Total Say Section officer Assistant Executive Engineer
DETAILED ESTIMATE FOR AEROBIC POND Sl. Description of Item Unit No L B D Qty Rate (Rs) Amount (Rs) No. 1 Providing hearting embankment using selected impervious soil from approved borrow areas in layers of 250 to 300 mm before compaction including cost of all materials, machinery, labour, all other operations such as excavation, sorting out, transportation, spreading in layer of specified thickness, breaking clods, sectioning, watering, compacting to density control of not less than 95 percent using power roller etc., complete with all lead and lifts (RDW&S BGV Circle, SR 2019-20, P.No - 15, I.No - 2.32) Ordinary/Hard soil Bund Rectangulor portion CUM 1.00 296.48 2.00 1.50 889.44 Triangulor portion CUM 1.00 270.48 3.35 904.76 Total 1794.20 208.00 373192.68 2 Providing and laying Reinforced cement concrete of mix design of M-30 Grade with cement @ 360 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.69 cum and fine aggregates @0.46 cum, super plasticiser @ 3lts confirming to IS9103- 1999 reaffirmed 2008 in layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary etc., complete for R. rafts, raft ring- beam, column footing, columns below ground level (exclusive cost of steel and fabrication charges). (RDW&S BGV Circle, SR 2019-20, P.No - 30, I.No - 4.44) RCC Bed CUM 1.00 85.66 40.58 0.10 347.61 Slope section CUM 1.00 270.48 4.70 0.10 127.13 Passage CUM 1.00 296.48 2.00 0.10 59.30 534.03 5859.00 3128881.07 3 Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) including for OHT & reservoier, cost of materials, labour, HOM of machinery complete as per specifications. (RDW&S BGV Circle, SR 2019-20, P.No - 37, I.No - 4.59) Reinforcement KG 534.03 0.80 33537.08 Ton 33.54 70307.00 2357891.23 172250.68 4 Providing and laying in position plain cement concrete of grade M 15 with OPC cement @ 240kgs, with 40mm and down size graded granite metal coarse aggregates @0.878cum and fine aggregtes @ 0.459cum machine mixed, concrete laid in layers not exceeding 15 cms.thick, well compacted, in foundation, including cost of all materials, labour, HOM of machinery,curing complete as per specifications. (RDW&S BGV Circle, SR 2019-20, P.No - 22, I.No - 4.01) Bed CC CUM 1.00 305.68 0.50 0.20 30.57 5635.00 5 Providing and constructing load bearing wall with solid concrete blocks having block density not less than 1800kg/m3 having a minimum average compressive strength of 5.00 N/mm2 confirming to IS 2185 (Part 1):2005 and constructed with CM 1:4, as per IS 2572:2005 including cost of all materials labour charges, scaffolding, curing, hire charges of machineries etc., complete as per specifications. do - with solid concrete blocks of size 400x150x200mm (RDW&S BGV Circle, SR 2019-20, P.No - 42, I.No - 5.07.02) CUM 1.00 305.68 0.20 2.00 122.27 915.00 111878.88
Sl. Description of Item Unit No L B D Qty Rate (Rs) Amount (Rs) No. 15.00 6 Supplying, of DI flanged pipe confirming to 8329:2000 with latest amendments with cement morter lining (CML) with portland slag cement as per IS455:1989 with metallic zinc coating as per annex A of IS 8329 with finishing layer of Bituminous coating as per Annex C of IS8329 and flanges metallic zinc rich epoxy paint & Bituminous coating,laying true to line and hoisting in position and aligning to correct plumb including cost of jointing material,conveying to work spot with all lead and lifts etc., complete (RDW&S BGV Circle, SR 2019-20, P.No - 94, I.No - 10.19) 300mm Dia Inlet, Outlet and 3.00 5.00 7288.00 109320.00 Washout Total 6253414.55 Say 6253415.00 Section officer Assistant Executive Engineer
Detailed Project Report for Greywater Management in Kadajji village Kadajji . G.P. Davanagere District Cost details: Amount (Rs) Table 8: Cost estimation Rs. 13847.89 S N Particular 406 Individual Soak Pit Rs. 6859136.46 1 Cost for Single Individual Soak Pit 2 Total number of Individual Soak Pit Rs. 70313.00 3 Total cost for all Individual Soak Pit 34 Community Soak Pit Rs. 2916552.00 1 Cost for single Community Soak Pit (with silt trap) 2 Total number of soak pit in the village Rs. 13851903.18 3 Total cost for all the Community Soak Pits (Including GST & Miscellaneous charges) Waste Stabilisation Pond 1 Total cost of Waste Stabilisation Pond Note: The detailed cost estimate of community soak pit, Waste stabilisation pond and Individual soak pit will be shared during final submission of DPR. Recommendations: The Community Soak Pit estimates the low cost as compared with the waste stabilisation pond and other methods and it requires less space in different locations in the village. It is direct method of disposing grey water without creating odour nuisance to the surroundings. Hence Community Soak Pit recommended. Prepared by- Vidwan Ventures Engineering Consultants 38 | P a g e
Detailed Project Report for Greywater Management in Kadajji village Kadajji . G.P. Davanagere District References: 1. Grey Water management in Rural India. By Ministry of Drinking Water and Sanitation. 2. Central Public Health & Environment Engineering Organisation (CPHEEO) Manual. By Ministry of Housing and Urban Affairs, Government of India 3. CPCB manual by Ministry of Environmental, Forest and Climate change Government of India 4. RDWS &S Schedule rates -2019 5. PRED Schedule rats-2019 6. IS-456:2000 7. IS-10262:2019 8. IS- 2470 (part-2)-1985 Prepared by- Vidwan Ventures Engineering Consultants 39 | P a g e
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