SHIFTING OF 125/115 DIA X 105 MTR. AVG DEPTH DT COMPLETE WITH INSTALLATION OF IM II HP 5000 LITERS CAPACITY HDPE WATER STORAGE TANK AND INSTALLATION SOLAR MOTOR PUMP OF 1 HP MOTOR PUMP ETC. GROUP NO. SVS 02

MODEL-1A with Source Construction of 125mm x115mm x110.00 M Extra Deep Drilled Tube Well

A. DRILLING PORTION

Drilling in all kinds of soil and rocks in rural area for installation of India mark II hand pump with D.T.H. rig all complete , including supplying all materials , tools , drilling Rig , air compressor and equipments as well as fuel , lubricants for making 125 mm / 115 mm dia boring and cost of transporting charges of Rig machine and other vehicle up to site of the work as per direction of E/I.

(a) Up to 30 mtr. Depth bellow G.L.in Rural Areas

(b) Beyond 30 mtr.Up to 110 Mtr. in Rural Areas

Supplying all materials , labours , equipments for lowering 125 mm dia UPVC Blue pipes as casing for protecting the sites from falling during the process of drilling all complete including carriage to work site.

Supplying labour, cement and Calcium chloride or bentonite solution and equipments for grouting to casing pipe after lowering in the bore etc. all complete as per specification and direction of E/I.

Supplying all tools , equipments and labours and doing washing flushing and developments of drilled tube well to give clean and clear water all complete as per direction of E/I.

Supplying, labours and equipments including 125 mm dia G.I. cap and fitting and fixing over the tube well properly and taking it out as per direction of E/I ( The cap will be property of contractor.)

B. CIVIL PORTION

Supplying all tools , equipments and labours and lowering 32 mm dia G.I. suspension pipe in 3 mtr. Length in the drilling bore of tube well etc. all complete job as per direction of E/I

Providing labour for fitting and fixing deep well cylinder jointing materials ,chrome leather bucket all tools and plant etc. required for the job for low water level all complete job as per specification and direction of E/I .

Supplying all materials , labours and equipments and fitting fixing the I.M. II Hand Pump with all accessories including carriage to work site as per direction of E/I.

Supplying all materials , labours and equipments for providing P.C.C. (1:2:4 circular platform around the drilled tube well including 12 mm thick cement plaster(1.4)with neat cement punning over exposed surface as per UNICEF Design & Drwaing etc. all complete as per direction of E/I.

Supplying all materials labour and equipment for constructing PCC(1:2:4) drain as per UNICEF Design & Drwaing all complete as per direction of E/I.

C. Cost of Materials

Cost of one no. of ISI marked India Mark-II hand pump confirming to IS.15500 (Part-II)/2004 with amendment with all accessories including 12 nos. 12 mm dia. B.S.connecting rod .

Cost of 32 mm dia G.I pipe 3.00 Mtrs. long screwed at both ends with seamless Socket as per IS:1239(Part 1990)

Cost of (125mm dia 140 mm O.D.) Blue UPVC casing pipe

Construction RCC Foundation for Steel structure staging & Solar panel .

Earth work in excavation in foundation trenches in ordinary soil and disposal of excavated earth as obtained to a distance up to 50.0m ,including all lifts, levelling ,ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design ,building specification and direction of E/I (vide classification of soil item -B)

Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials ,labour ,royalty and taxes all complete as per building specification and direction of E/I(Mode of measurement compacted volume)

Providing designation 75 A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I

Providing PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of E/I

Providing RCC M-200 in nominal mix of (1:1.5:3) in columns with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of E/I.

(a)Foundation for Steel structure staging

Footing (BCD-SOR-5.3.1.1)

4nosx0.90mx0.90mx0.25m=0.81 m3

Vertical Pedestal (BCD-SOR-5.3.2.1)

4nosx0.30mx0.30mx0.95m=0.342 m3

Tie Beam (BCD-SOR-5.3.2.1)

4nosx0.25mx0.25mx1.135m=0.284 m3

(b)Foundation for Solar panel

Footing (BCD-SOR-5.3.1.1)

1nox0.90mx0.90mx0.25m=0.202 m3

Vertical Pedestal SOR-5.3.2.1)

1nox0.30mx0.30mx1.35m=0.122m3

Providing for steel reinforcement as per approved design and drawing excluding carriage of T.S. bar to work site cutting, bending with annealed wire with cost of wire, removal of rust placing the rods in position all complete as per building specification and direction of E/I.

BCD-SOR-5.5.5

(a)Foundation for Steel structure staging

Footing

4nosx0.90mx0.90mx0.25m=0.81m3

Vertical Column

4nosx0.30mx0.30mx0.95m=0.342m3

4nosx0.25mx0.25mx1.135m=0.284m3

(b)Foundation for Solar panel

Footing

1nox0.90mx0.90mx0.25m=0.202m3

Vertical Column

1nox0.30mx0.30mx1.35m=0.122m3

Total=1.76m3

130 .00 kg/m3 = 228.80 kg (say 200 kg)

Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.

Cement-10 KM (Avg. Lead)

Steel- 10 KM (Avg. lead)

Stone chips-20 KM (Avg. lead)

Sand-15 KM (Avg. lead)

Bricks- 10 KM (Avg. lead)

For Structure :---

Providing structural steel galvanised tubular hollow section work in trusses, other similar trussed purlins and members with all bracing ,gusset plates etc as per detailed design and drawing or as directed by Engineer- in-charge ,including cutting fabricating ,hoisting , erecting and fixing in position , making riveted/bolted /welded connections and one coat of anticorrosive paint and over it two coat of all oil painting & For Structure(PLUS) Providing and applying materials &labour for hot dip galvanizing of above structure including transportation for galvanizing minimum thickness 80microns (Net wt. of components to be Galv) preferably TATA structural section etc complete.

(I)MS square Tube

75mmx75mmx4.80mm thick for

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4nosx4.5m=18.00mx9.66kgp/m =173.88kg

(II) MS square Tube

75mmx75mmx4.80mm thick

mailto:[email protected]/m(mailto:[email protected]/m塹ᴻ䡿ⲯ嶂藄挧ꮥ)

12nosx2.00m=24.0mx9.66kgp/m =231.84kg

(III) Square Tube for Bracing

40mmx40mmx3.20mm thick.

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(a)For horizontal support beam

8nosx1.85m=14.80mx3.49kgp/m =51.65kg

8nosx2.4m=19.20mx3.49kgp/m =67.01kg

(b)For Triangular support Tube.

8nosx0.50m=4.00mx3.49kgp/m =13.96kg

(c)Square Tube

25mmx25mmx3.20mm thick.

mailto:[email protected]/m(mailto:[email protected]/m塹ᴻ䡿ⲯ嶂藄挧ꮥ)

8nosx0.65m=5.20mx1.98kgp/m =10.30kg

(IV)For Railing Square Tube 25mmx25mmx3.20mm thick.

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(a)Horizontal Beam

4x2=8nosx2.10m=16.80mx1.98kg /m =33.26kg

(b)Vertical Beam

4x4=16nosx0.55m=8.8mx1.98kg /m =17.424kg

(V)For Ladder Square Tube 25mmx25mmx2.50mm thick.

mailto:[email protected]/m(mailto:[email protected]/m塹ᴻ䡿ⲯ嶂藄挧ꮥ)

(a)Vertical Column

2nosx7m=14.00mx1.74kg /m =24.36kg

(c)Steps

squareTube25mmx25mmx3.20thick

mailto:[email protected]/m(mailto:[email protected]/m塹ᴻ䡿ⲯ嶂藄挧ꮥ)

22nosx0.45m=9.9mx1.98kg/m =19.60kg

(VI)M.S. Plate 10mm thick

mailto:[email protected]/sqm(mailto:[email protected]/sqm塹ᴻ䡿ⲯ嶂藄挧ꮥ)

(a)Base Plate for column –4x1=4nos

Top & Bottom-------------------=8nos

Total=12nos

12nosx0.250mx0.250 =0.75m2

0.75m2x78.50kg/m2 =58.875kg

(b)Stiffener plate at Bottom Column

support(Size-0.225x0.075)x10mm thick

1x4x4=16nosx0.225x0.075=0.27m2

=0.27m2x78.50kg/m2 =21.20kg

(VII) M.S. Plate 6mm thick

mailto:[email protected]/sqm(mailto:[email protected]/sqm塹ᴻ䡿ⲯ嶂藄挧ꮥ)

(a)For Horizontal & Diagonal

Beam connection –4x2=8nos

16x0.25x0.06x0.006x7850=11.30kg

8x0.15x0.04x0.006x7850=2.26kg

(b)Stiffener plate for Top angular

support

16nosx0.20x0.060x0.006x7850=9.04kg

8x0.15x0.06x0.006x7850=3.39kg

(VIII)M.S. Plate 3mm Thick

mailto:[email protected]/sqm(mailto:[email protected]/sqm塹ᴻ䡿ⲯ嶂藄挧ꮥ)

2.1x2.1x0.003x7850 =103.86kg

mailto:[email protected](mailto:[email protected]塹ᴻ䡿ⲯ嶂藄挧ꮥ)

16nosx1.112kg =17.80kg

(X)Nut Bolts of Various Sizes for fixing

of structure (Lump sum) =22.00kg

Total=893.01Kg

Steel Structure for Solor Panel

100mmx100mmx4.8mm

3mx14.60kg/m=43.80kg

80mmx40mmx3.2mm

2Nosx3.0x5.2kg /m= 31.2 kg

25 mmx 25mmx6 mm

2Nosx1.5 x4.08kg/m=12.24 kg

91.5mmx91.5mmx4.5mm

1.5mx11.88kg/m=17.82kg

Base Plate

2Nosx0.25x0.25x0.001x7850= 0.98kg

Stiffner Plate

4Nosx0.15x0.15x0.001x7850= 0.71kg

Nut Bolt

Total:- 115.53kg

Grand Total:- 893.01+ 108.75= 1001.76kg

Information board for IEC

Providing structural steel work in trusses other similar trussed purlins and members with bracing gusset plates etc as per detailed design and drawing or as directed by Engineer- in-charge including cutting fabricating hoisting erecting and fixing in position making reverted bolted welded connections one coat of anticorrosive paint and over it two coats of oil painting etc complete (MJP 2021-2022 Sec F Item 6)

(I)Square Tube

25mmx25mmx3.2mm thick

mailto:[email protected]/m(mailto:[email protected]/m塹ᴻ䡿ⲯ嶂藄挧ꮥ)

2nosx1.50m=3.00m=3.00mx1.98kg/m =5.94kg

(II) Square Tube

25mmx25mmx3.2mm thick

mailto:[email protected]/m(mailto:[email protected]/m塹ᴻ䡿ⲯ嶂藄挧ꮥ)

3nosx1.20m=3.60m=3.60mx1.98kg/m =7.13kg

(III) M.S. Sheet 1mm thick.

mailto:[email protected]/m(mailto:[email protected]/m塹ᴻ䡿ⲯ嶂藄挧ꮥ)

1nosx1.50mx1.20m=1.80m2

=1.80m2x7.85kgp/m2 =14.13kg

Materials and labour for vinyl painting of matter given by department in different color (As per Market Rate)

1nox2.10mx0.60m=1.26m2

Solar Photovoltaic (SPV) Solar Submersible D.C. Water Motor Pump

Designing, Supplying, Installation, Testing & Commissioning with all tools & Parts of following Solar Photovoltaic (SPV) Solar Submersible D.C. Water Motor Pump Suitable for minimum 125mm x 115mm bore well as per MNRE Guideline with following specifications & accessories.

SPV arrays contains specified No of same capacity type & specification modules connected to series or parallel to obtained the required voltage & current the power output of individual PV modules should be minimum 200 watt peak.

i) The SPV modules should be as per IEC-61215 and IEC 61730 part 1.0)

ii) All external parts of motor pump used in submersible pump which are in contact of water is stainless steel grade 303 or higher as required.

iii) The PV modules should be mounted on metallic structure of adequate strength and appropriate design which can withstand load of modules & High wind pressure up to 200Km/h.

iv) The module mounting structure should be hot dip galvanized according to IS 4759.

v) To enhance the performance of SPV water pumping system & arrangement for seasonal tilt angle Adjustment should be provided

vi) Necessary arrangement should be provided in controller automatic start-run-stop through out the day with water level detection system. (As per MNRE Specification)

vii) Necessary protection such as lightening arrestor etc. should be provided to protect the controller & SPV

viii) The suction/delivery pipe shall be UPVC / H.D.P.E. pipes of appropriate size 60m or more as required minimum pressure rating of 8kg/Sq cm- PE 100 grade for pump up to 3HP & 10 Kg/Sq cm- PE 100 grade for 5 HP.

ix) All cable used shall be as per IS 694. Suitable size of cable shall be used in sufficient length for inter connection between the SPV array to SPV controller and SPV controller to solar power pump. Provision of cable shall be as per IS 14536.

x) The motor pump set should have a 5 years warranty.

xi) Control panel suitable for motor pump with arrangement of dry run & over flow protection sensor, float switch & rain prevention box. (As per MNRE Specification)

xii) The SPV controller must have IP-65 protection or must be housed in cabinet having at least IP-65 protection.

xiii) The system should be as per MNRE guide line & Eco-friendly with suitable arrangement to operate new pump manually.

xiv) With third party inspection before dispatch.

xv) Provision for web based remote monitoring of the pumps to be installed must be made through the inbuilt controllers . It should be possible to ascertain the daily water output, the power generated by PV Array ,the Up and down time of the pump during the year, number of days the pump was unused or under breakdown repairs.

The following details should be marked indelibly on the motor pump set

a) Name of the Manufacturer or Distinctive Logo.

b) Model Number.

c) Serial Number.

Solar submersible motor pump (SPV DC Type)

i) 1 HP (DC Pump) with 900 WP minimum watt P.V. Panel as MNRE pump head Max Shut-off head up to 120 mtrs. For higher or lower head or in between various modules output could be decided on prorates basis. (As per latest guide line of MNRE)

Provision of Solar Night lamp.

Brick Masonary Bore Well Protection Chamber of inner size-600 x 600 x 450mm.deep,125mm. Thick wall and 75mm. R.C.C. Cover

Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-B ) and disposal of excavated earth as obtained to a distance up to 50 m including all lifts,levelling,ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of E/I. BCD-5.1.01+5.1.02

Providing designation 75 A Brick work in C.M(1:6) in foundation and plinth with approved quality of clean coarse sand of F.M.2 to2.5 including providing 10mm thick mortar joints, cost of screening,scaffolding,raking out joints to 15mm depth,curing,taxes and royalty all complete as per building specification and direction of E/I. BCD-5.2.03

Providing pre cast R.C.C.M-150 in nominal mix of (1:2:4) slab of desire size with approved quality of stone chips (20mm to 6mm size) graded and clean coarse of F.M 2.5 to 3 including curing (but excluding the cost of reinforcement),taxes and royalty all complete as per building specification and direction of E/I. BCD-5.3.1.2

Providing T.M.T steel reinforcement of different dia rods as per approved design and drawing including carriage of M.S bars to work site, cutting bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. BCD-5.5.5

Providing 12 mm cement plaster (1:6) with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I. BCD-5.7.03

Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.

Cement-10 KM (Avg. Lead)

Steel- 10 KM (Avg. lead)

Stone chips-20 KM (Avg. lead)

Sand-15 KM (Avg. lead)

Bricks- 10 KM (Avg. lead)

Installation of 5000 liters Capacity Water Storage Tank

Providing and fixing HDPE container Syntex or alike one piecemolded water tank made out of low density polythyler andbuilt corrugation including of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overflow of all tanks capacity 2000.00 litres Capacity Water storage Tank(DWSD item No-01 M)

Transportation Charge

Lifting of 2000 Litrs Capacity Tank up to 4.5m height with lifting tools with rope and labour

Making hole in Tank

Making long screw in G.I. pipe including supplying and fitting jam nuts and extra socket etc.

Hence O & M Cost for 1st year (Excluding Repair Charges)

O & M cost for 2nd Year = O & M for 1st Yr + 6% of O&M for 1st Year + Annual repairing Charges

O & M cost for 3rd Year =1.06 x 2st year

O & M cost for 4th Year =1.06 x 3rd year

O & M cost for 5th Year =1.06 x 4th year

Provision of one no SIM card & its recharging cost for RMC

Add 18 % GST

Add 1% Labour Cess