Construction of 200mm x 165mm x 280.00 M deep high yield Drilled Tube well, 5000 liters Capacity HDPE Water Storage Tank Installation Solar motor pump of 2.00 H.P. for Village- Talpahari, Panchayat- Murgadanga, Block- Hiranpur Group No HIR-04

HYDT DRILLING PORTION Cost of Drilling 200 mm. x 165 mm. Dia.x 270 Mtrs.(Average) Deep Bore-Well in all kinds of soil and rock in rural area for installation of pump bore set with Hydraulic DTH Rig machine, all complete including supplying all materials, tools, drilling rig, Air Compressor and equipments, as well as fuel, lubricants and cost of transportation of Rig machine and other vehicles up to the site.

(a) 0.00m Up to 50.00m depth below G.L. In Rural Areas (DWSD 119)

(b) Above 50.00 m depth. In Rural Areas

Supplying all tools, tackles & lowering of 200 mm dia MS ERW casing pipe of 6mm wall thickness including welding charges, cost of pipe etc. all complete job. (DWSD Item 120)

Supplying all materials, labour, tools & equipments for fitting & fixing 200mm dia MS cap over casing pipe complete job. (DWSD Item 120 B)

R.C.C. 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 nominal mix PCC M-150 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-20 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.

Column (BCD-SOR-5.3.2.1)

4nosx0.35mx0.35mx1.5m=0.74 m3

Tie Beam (BCD-SOR-5.3.2.1)

4nosx0.30mx0.30mx1.085m=0.39 m3

(b)Foundation for Solar panel

Footing (BCD-SOR-5.3.1.1)

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

Vertical Pedestal (BCD-SOR-5.3.2.1)

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

Total=3.04m3

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.

(a)Foundation for Steel structure staging

As per Item-5, Total quantity of RCC=3.04m3

Total quantity of Steel @ 120.00 kg/m3 =3.04m3x120.00 kg/m3=364.80kg or say 0.36on.

Carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of E/I.

Bricks (15 Km lead)

Sand (30 Km)

Stone Chips (20 Km Lead)

Cement (10 Km Lead)

Steel Reinforcement (10 Km lead)

Steel structure staging for HDPE water storage Tank& Solar Panel. Providing structural steel galvanised squre pipe 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) LEG PIPE-91.5x91.5x4.8mm thick (square pipe)

4nos.x6mx13.7kg/m=328.80 kg

(II) BASE PLATE-300mmx12mm thick (plate)

4nos.x0.3mx28.26kg/m=33.91kg

(III) STIFFENER-100mmx10mm of thick (flat)

32nosx0.15m.x7.85kg/m=18.84 kg

(IV) TOP FLANGE-300mmx10mm of thick (plate)

4nos.x0.3mx23.55kg/m=28.26 kg

(V) FRAME BASE PLATE-300mmx8mm of thick (plate)

4nosx0.3m.x18.84kg/m=22.61kg

(VI)UPPER STIFFENER-40mmx6mm of thick (flat)

16nos.x0.1mx1.9kg/m=3.04kg

(VII) a. GUSSET PLATE ON MAIN LEG-184mmx6mm of thick (plate)

32nos.x0.225mx8.7kg/m=62.64kg

b. GUSSET PLATE ON HORIZONTAL BRACING-178mmx6mm of thick (plate)

16nos.x0.244mx8.4kg/m=32.79kg

(VIII) HORIZONTAL BRACING-65mmx65mmx6mm of thick (angle)

16nos.x1.324mx4.9kg/m=103.80kg

(IX) DIAGONAL BRACING-50mmx50mmx6mm of thick (angle)

32nos.x1.386mx3.8kg/m=168.54kg

(X) UPPER STIFFNER-100mmx10mm of thick (flat)

16nos.x0.15mx7.85kg/m=9.42kg

(X) a. BASE OF TANK-72mmx72mmx4.8mm of thick (square pipe)

2nos.x2.5mx9.66kg/m=48.30kg

b. BASE OF TANK-72mmx72mmx4.8mm of thick (square pipe)

4nos.x1.363mx9.66kg/m=52.67kg

c. BASE OF TANK-72mmx72mmx4.8mm of thick (square pipe)

4nos.x0.46mx9.66kg/m=17.77kg

d. BASE OF TANK-72mmx72mmx4.8mm of thick (square pipe)

2nos.x9.66kg/m=5.78kg

e. BASE OF TANK-72mmx72mmx4.8mm of thick (square pipe)

0.4965mx0.299mx16nos.x9.66kg/m=76.74kg

f. BASE OF TANK-72mmx72mmx4.8mm of thick (square pipe)

Gusset Plate 244x178x6mm Thick 4 Nos

4nos.x0.425mx9.66kg/m=16.42kg

(XI) a. LADDER JOINT CLIET-65mmx65mmx5mm of thick (angle)

2nos.x0.05mx4.9kg/m=0.49kg

b. LADDER-35mmx35mmx5mm of thick (angle)

4nos.x3mx2.7kg/m=32.40kg

c. Horizontal Support Angle

40x40x5mm Thick- 300mm Long 20 nos

d. LADDER-35mmx35mmx5mm of thick (angle)

2nos.x2.05mx2.7kg/m=11.07kg

e. Horizontal Support Angle

40x40x5mm Thick- 300mm 7 nos

Horizontal Support Angle

f. LADDER JOINT CLIET-40mmx40mmx5mm of thick (angle)

2nos.x0.166mx3kg/m=1.00kg

(XII) a.FRAME RAILING PIPE-25mmx25mmx2.8mm of thick (square pipe)

4nos.x2.05mx2.2kg/m=18.04kg

b.FRAME RAILING PIPE-25mmx25mmx2.8mm of thick (square pipe)

12nos.x0.775mx2.2kg/m=20.46kg

(XIII) G.I. SHEET-2500mmx1250mmx3mm of thick

2nos.x2.5mx29.5kg/m=147.50kg

(XIV) FOUNDATION BOLT-20mm of thick (M20)

16nos.x1.2mx2.47kg/m=47.42kg

Total

Weight after Galvanising @ 4%

(XV) HARDWARE (L.S.)

Total

Steel Structure for Solar Panel

(I) MAIN LEG PIPE-100mmx100mmx4.8mm thick (square pipe)

1nos.x3mx15kg/m=45kg

(II) BASE PLATE-300mmx12mm thick (plate)

1nos.x0.3mx28.26kg/m=8.478kg

(III) STIFFENER-100mmx10mm of thick (flat)

4nosx0.15m.x10.78kg/m=6.468 kg

(IV) CLAMP-50mmx6mm of thick (flat)

2nos.x0.35mx2.36kg/m=1.652 kg

(V) RAFTER-91.5mmx91.5mmx4.5mm of thick (square pipe)

1no.x1.8mx12.9kg/m=23.22 kg

(VI) RAFTER JOINT PLATE-100mmx10mm of thick (flat)

2nos.x0.2mx10.78kg/m=4.312 kg

(VII) PERLIN-80mmx40mmx3.2mm of thick (tube)

2nos.x3mx6kg/m=36 kg

(VIII) PERLIN SUPPORT PIPE-25mmx25mmx2.6mm of thick (square pipe)

2nos.x1.58mx2kg/m=6.32kg

(IX) ADJUST MEMBER-25mmx25mmx2.6mm of thick (square pipe)

1nos.x1mx2kg/m=2kg

(X) PERLIN JOINT MEMBER-100mmx100mmx8mm of thick (angle)

2nos.x0.05mx10.2kg/m=1.02kg

(XI) HARDWARE (L.S.)

(XII) FOUNDATION BOLT-550mmx20mm of thick (round M-20)

4nosx0.55m.x2.47kg/m=5.43kg

Total

Weight after Galvanising @ 4%

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 2019-2020 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

Total=27.20kg

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 5000.00 litres Capacity Water storage Tank(DWSD. Item No-01 M)

Transportation Charge

Lifting of 5000 Litrs Capacity Tank up to 4.00m 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.

Rising & Delivery Pipe Line Arrangement Earth work in excavation (As per I.S. 3114) 1965 for laying of different sizes of pipe so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification & direction E/I. Soil Item “A”

Earth work in back filling in the trenches after laying different sizes of pipe with earth removed during excavation lead & left as per specification & direction E/I.

Laying of G.I. pipes of approved make in trenches with red lead and yarn with socket and screw joints and cutting pipes to sizes and threading ends where necessary etc. all complete as per specification and direction or Engineer-in-charge.

Supplying labours and tools for fixing G.I pipe with red lead and yarm of folloing nominal bore with screwed socketted joints on wall, celling and floor including supplying and fitting of wall hooks or pipe clamps wooden pluge, cutting to size and threading ends if required etc all complete as per specification and direction E/I.

32 mm dia 06.00 m

25 mm dia 06.00 m

20 mm dia 08.00 m

Cost of GI Pipe (Tata or equivalent ) Medium Quality as per IS: 1239

32 mm dia 06.00 m

25 mm dia 06.00 m

20 mm dia 08.00 m

Supplying and fixing GI fittings approved make (Conforming to I.S 1879) all complete as per specification and direction of E/I

(i) Elbow

32 mm dia 04 Nos

25 mm dia 02 Nos

20 mm dia 06 Nos

(ii) Tee (Plain)

20 mm dia -- 06 nos

(iii) Nipple

20 mm dia --- 05 nos

(iv) Union Socket

32 mm dia -- 02 nos

25 mm dia -- 02 nos

20 mm dia -- 02 nos

(v) Socket

32 mm dia -- 04 nos

25 mm dia -- 02 nos

20 mm dia -- 06 nos

(vi) Reducer Socket

25 mm dia-- 02 Nos

22 mm dia-- 04 Nos

Providing and fixing brass/ C.I stop cock of approved quality all compelte as per specifation and direction of E/I

15 mm dia -- 04 nos

Providing and fixin gun metal full way valve of approved quality all complete as per specifation and direction of E/I 25 mm dia-- 01 Nos

Provision of 1 Nos. 2H.P. DC Solar Motor Pump Compelete Set 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)

2 HP (DC Pump) with 1800 WP (minimum) as per MNRE.Head Max Shut-off head 100 mtrs.

Provision of Solar Night Lamp.

Platform & Stand Post Earth work in excavation in foundation trenches in hard soil vide classification 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 specifications and direction of E/I.

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 labours , royalty and taxes all complete as per building specification and direction of E/I.(mode of measurement compacted volume)

Providing designation 75A 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 P C C 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.M2.5 to 3 including screening shuttering , mixing cement concrete in mixer and placing in position ,vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I.

Providing 12 mm thick cement plaster (1:3) with clean coarse sand of F.M 1.5 with 1.5 mm thick cement punning over it including screening, curing, with all leads and lifts of water, taxes and royalty all complete as per building specification an direction of E/I.

Carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of E/I.

Bricks (15 Km lead)

Sand (30 Km)

Stone Chips (20 Km Lead)

Cement (10 Km Lead)

Borewell Brick Masonary Protection Chamber 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

Chamber Inner

Column outer Portion

Total

Net Quantity

Carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of E/I.

Bricks (15 Km lead)

Sand (30 Km)

Stone Chips (20 Km Lead)

Cement (10 Km Lead)

Steel Reinforcement (10 Km lead)

Annual Operation & Maintenance for 5 Years

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

Construction of Platform near Tank Earth work in excavation in foundation trenches in hard soil vide classification 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 specifications and direction of E/I.

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 labours , royalty and taxes all complete as per building specification and direction of E/I.(mode of measurement compacted volume)

Providing designation 75A 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 P C C 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.M2.5 to 3 including screening shuttering , mixing cement concrete in mixer and placing in position ,vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I.

Providing 12 mm thick cement plaster (1:3) with clean coarse sand of F.M 1.5 with 1.5 mm thick cement punning over it including screening, curing, with all leads and lifts of water, taxes and royalty all complete as per building specification an direction of E/I.

Carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of E/I.

Bricks (15 Km lead)

Sand (30 Km)

Stone Chips (20 Km Lead)

Cement (10 Km Lead)

Construction of Soak Pit for Recharging of Water Earth work in excavation foundation in ordinary soil and disposal of excavated earth as obtained to a distance upto 50m. Including roots of trees shurbs all complete as per approved design, building specification and direction of E/I (5.1.1)

Providing coarse clean sand in filling in foundation trenches and in plinth including ramming and watering in layers not exceed 150mm thick with all lead and lift including cost of materials labours royalty and taxes all complete as per building specification and direction. (5.1.10)

Providing designation 75A 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. ( 5.6.1)

Providing P.C.C.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 2.5 to 3 including screening, mixing cement concrete in mixer and placing in position,vibrating,curing,taxes and royalty all complete as per building specification direction of E/I. BCD-5.3.1.2

Providing 250 mm thick brick jali work in C.M (1:8) in foundation with designation 75 A brick and approved quality of clean coarse sand finihed with deep ruled pointing in C.M (1:3) etc all complete job. ( analysed 5.2.25)

Providing designation 75A brick work in C.M (1:6) in foundation and plinth with approved quality sand of F.M 2.5 including cost of screening racking out joints to 15mm depth curing royalty and taxes etc all complete job as per specification and direction of E/I.(5.2.3)

Providing following materials as filter media in the pit of approved quality & size in layers as per drawing and direction of engineer in charge all complete job with all taxes and royalty

(a) Aggregates (63mm to 45mm) (M-008) S.N-08

(b) Aggregates (53mm to 22.4mm) (M-007) S.N-07

(c) Aggregates (10mm to 5 mm) (M-010) S.N-10

(d) Coarse sand (M-001))

Providing precast R.C.C M- 200 with Nominal mix (1:1.5:3) slab of desired size with approved quality of stone chips & clean coarse sand with all complete job.(5.3.4)

Providing for Tor Toteinforcement as per approved design & drawing excluding carriage to work site including cutting bending binding etc all complete job. (5.5.4)

8 mm dia Qty. 0.177M3 @ 70Kg/M3 = 12.39 Kg,Say=13 kg.

Providing 12mm cement plaster (1:6) with approved quality of clean coarse sand of F.M 1.5 including screening curing with all leads & lift of water scaffolding taxes & royalty all complete as per building specification and direction of E/I (5.7.3)

Providing, fitting and fixing suitable M.S grating wt. not less than 1.25 kg at inlet of soak pit & cleaning of site for execution of work as per direction of E/I.

Supplying all materials labour and equipment for constructing PCC (1:2:4) drain as per UNICEF Design etc. all complete .Including carriage of materials.

Carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of E/I.

Bricks (15 Km lead)

Sand (30 Km)

Stone Chips (20 Km Lead)

Cement (10 Km Lead)

Steel Reinforcement (10 Km lead)

Add 18 % GST

Add 1% Labour Cess