Drinking Water And Sanitation Department Tender

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Drinking Water And Sanitation Department - DWSD Tender

Works

Civil And Construction

Civil Works Others

Eprocure

Latehar, Jharkhand

Opening Date24 Feb 2022

Closing Date2 Mar 2022

Tender Amount₹ 40,46,822

Notes

Download

Costs

EMD
₹ 81,000
Document Cost
₹ 5,000
Tender Fee
Refer Documents

Description

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Contact

Tender Id
2022_DWSD_56334_1
Bid Award Id
View
Tender No
DWSD/LTR/SVS/-22/21-22 (1st Call)
Tender Authority
Drinking Water And Sanitation Department View
Purchaser Address
-
Website
http://https://jalshakti-ddws.gov.in/

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Documents

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Tender Notice-11.0 MBTendernotice_1.pdf

NIT

BOQ-12.6 MBBOQ_76124.xls

BOQ

Document-19.4 MBITBsvs_Odan.pdf

ITB

Report Missing Document

BOQ Items

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Construction for 115/125 mm dia drilled Tube-Well for drilling in all kinds of soil rock for installation of hand pump with D.T.H Rig machine all complete including supplying all materials, labours, tools, drilling, rigs, air compressor and equipments as well as fuel lubricant for making 125/115 mm dia boring etcand cost of transporting rig machine and other vehicle up to site work as per specification and direction of Engineer-in-charge.

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

Quantity30

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Amount 451

(b) Beyond 30mtr. In Rural Areas

Quantity30

Rate-

Amount 485.67

Providing all equipments and labour for lowering 125mm dia blue UPVC Casing pipe as casing for protecting the side from falling during the process of drilling all complete job including carriage of material to work site.

Quantity15

Rate-

Amount 12.38

Supplying labour cement and calcium chloride or bentonite solution and equipments for Grouting to Casing Pipe all complete job including carriage of material to work site as per specification & direction of E/I

Quantity1

Rate-

Amount 155.21

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

Quantity0.5

Rate-

Amount 3140.17

Supplying all materials labours and equipment including 125 mm dia GI/CI cap 125 mm dia T/W properly all complete and taking it out as per specification & direction of E/I. (the cap will be property of department)

Quantity1

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Amount 123.2

B. Civil Portion

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Amount -

Supplying all tools, equipment, labours and lowering 32 mm dia G.I. (Medium) pipe in DT in 3 mtr. Length all complete job as per direction of E/I. Including carriage of materials.

Quantity24

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Amount 14.74

Supplying all tools, Labour for fitting and fixing deep well cylinder with necessary connecting rod all complete job as per specification & direction of E/I.

Quantity1

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Amount 182.97

Supplying all materials, labours for fitting and fixing of India Mark II Hand Pump with all accessories all job complete as per direction of E/I. Including carriage of materials.

Quantity1

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Amount 139.15

Supplying all materials, labours and equipment for constructing PCC (1:2:4) circular platform around each drilled tube well including 12mm thick cement plaster (1:4) with neat cement punning over exposed surface as per UNICEF design etc. all complete. Including carriage of materials.

Quantity1

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Amount 6945.4

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

Quantity3

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Amount 429

Add Extra Item for Supplying tools, labours and materials for painting, numbering and year for construction of T/Well and taking of colour photograph with two or three nearest persons including platform, drain, soak pit and also longitude & latitude, details of T/W such as total depth, casing depth, static water level, drawdown, discharge, strata chart, beneficiary population etc in separate sheet/format all complete as per direction of E/I.

Quantity1

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Amount 500

C. COST OF MATERIALS

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cost of standard I.S.I. mark Deep Well Hand Pump for India mark-II, I.S.I. 15500 (Part 2) / 2004 with latest revision including 12mm x 3 meter long 8 no. Connecting Rods made of bright bar electro-galvanized fitted with coupler & normal stand assembly recommended for use with cylinder assembly suitable for bore well casing pipe.

Quantity1

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Amount 9500.7

Cost of 32 mm dia GI pipe (Medium) 3 Mtrs long screwed at both ends with seamless socket as per IS:1239(Part 1990).

Quantity24

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Amount 275

Cost of 125 mm dia blue UPVC Casing Pipe as per I.S.12818/2016 CML no.- 5543459

Quantity15

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Amount 457.49

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

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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.

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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.

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

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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.

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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.

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

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

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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)

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

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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.

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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.

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

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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)

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

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

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xiv) With third party inspection before dispatch.

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xv) Fitting, fixing & mounting on water tank steel structure.

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xvi) 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.

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

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a) Name of the Manufacturer or Distinctive Logo.

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b) Model Number.

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c) Serial Number.

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Solar submersible motor pump (SPV DC Type)

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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)

Quantity1

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Amount 119000

Carrying out recuperation/Yield Test for ascertaining the discharge of constructed well/ excavated profile as directed by the IEC. The test out by the drawing down water from the well/ profile below normal/subsoil water level up to full depth rise is recorded the normal water level/subsoil water level in the well / profile as well as strainer/level at pump as per design of W.S. scheme shall be recorded prior to the test including cost of all materials, over Load , Labours etc. complete as directed.

Quantity1

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Amount 1865

Supplying all labours, tools and equipments for dismantling of head & water tank assembly and taking out 32 mm dia old G.I. Pipe, connecting rod, cylinder assembly the dismantled components after necessary changing for making the T/W in good condition with all transportation including unused taken out materials back in store all complete job as per direction of E/I. (As per Model Estimate of Solar Energy based Mini WSS. TS done by SE, Ranchi Circle & Circle Gumla dt. 21.05.2019)

Quantity1

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Amount 677.23

Provision of solar night lamp.

Quantity1

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Amount 1000

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)

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(BCD-SOR-5.1.1+5.1.2)

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Foundation for Steel structure staging

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4nosx1.10mx1.10mx1.45m=7.01m3

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Foundation for Solar panel

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Amount -

1nox1.10mx1.10mx1.45m=1.75m3

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Amount -

Total=8.76m3

Quantity8.76

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Amount 153.84

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)

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Amount -

(BCD-SOR-5.1.10)

Quantity-

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Amount -

Foundation for Steel structure staging

Quantity-

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Amount -

4nosx1.10mx1.10mx0.08m=0.38m3

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Amount -

Foundation for Solar panel

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Amount -

1nox1.20mx1.20mx0.10m=0.144m3

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Amount -

Total=0.524m3

Quantity0.52

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Amount 415.58

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

Quantity-

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Amount -

(BCD-SOR-5.6.1)

Quantity-

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4nosx1.10mx1.10m=4.84 m3

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Foundation for Solar panel

Quantity-

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Amount -

1nox1.10mx1.10m=1.21m2

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Amount -

Total=6.05m2

Quantity6.05

Rate-

Amount 329.83

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

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Amount -

5.3.1.2

Quantity-

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Amount -

Foundation for Steel structure staging

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Amount -

4nosx1.10mx1.10mx0.10m=0.484 m3

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Amount -

Foundation for Solar panel

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Amount -

1nox1.10mx1.10mx0.10m=0.121m3

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Amount -

Total=0.605m3

Quantity0.61

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Amount 4492.36

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.(BCD-SOR) Part- A 7.2 C Case 1

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(a)Foundation for Steel structure staging

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Amount -

Footing (BCD-SOR-5.3.1.1)

Quantity-

Rate-

Amount -

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

Quantity0.81

Rate-

Amount 4858.76

Vertical Pedestal (BCD-SOR-5.3.2.1)

Quantity-

Rate-

Amount -

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

Quantity0.34

Rate-

Amount 5810.71

Tie Beam (BCD-SOR-5.3.2.1)

Quantity-

Rate-

Amount -

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

Quantity0.28

Rate-

Amount 5810.71

(b)Foundation for Solar panel

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Amount -

Footing (BCD-SOR-5.3.1.1)

Quantity-

Rate-

Amount -

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

Quantity0.2

Rate-

Amount 4858.76

Vertical Pedestal SOR-5.3.2.1)

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Amount -

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

Quantity0.12

Rate-

Amount 5810.71

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.

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Amount -

BCD-SOR-5.5.5

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Amount -

(a)Foundation for Steel structure staging

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Amount -

Footing

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Amount -

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

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Amount -

Vertical Column

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Amount -

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

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Amount -

Beam

Quantity-

Rate-

Amount -

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

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Amount -

(b)Foundation for Solar panel

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Amount -

Footing

Quantity-

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

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Rate-

Amount -

Vertical Column

Quantity-

Rate-

Amount -

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

Quantity0.1

Rate-

Amount 77259.94

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

Quantity0.1

Rate-

Amount 76041.94

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.

Quantity-

Rate-

Amount -

Sand Lead 15Km

Quantity4.09

Rate-

Amount 304.24

Cement Lead10Km

Quantity2.65

Rate-

Amount 218

Stone Chips Lead15k\Km

Quantity6.96

Rate-

Amount 304.24

Steel Lead 10Km

Quantity0.21

Rate-

Amount 218

Brick Lead15Km

Quantity200

Rate-

Amount 0.76

Construction of galvanized tubular Steel structure staging for (4.5m) HDPE water storage Tank& Solar Panel.

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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.

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(I)MS square Tube

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75mmx75mmx4.80mm thick for

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vertical column(Wt.@9.66kg/m)

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

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(II) MS square Tube

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75mmx75mmx4.80mm thick

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Amount -

support for Top(Wt.@9.66kg/m)

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

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(III) Square Tube for Bracing

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40mmx40mmx3.20mm thick.

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(Wt.@3.49kg/m)

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(a)For horizontal support beam

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

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

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Amount -

(b)For Triangular support Tube.

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Amount -

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

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Amount -

(c)Square Tube

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25mmx25mmx3.20mm thick.

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Amount -

for triangular (Wt.@1.98kg/m)

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

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Amount -

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

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Amount -

(Wt.@1.98kg/m)

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(a)Horizontal Beam

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

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Amount -

(b)Vertical Beam

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Amount -

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

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

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Amount -

(Wt.@1.74kg/m)

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(a)Vertical Column

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

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Amount -

(c)Steps

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Amount -

squareTube25mmx25mmx3.20thick

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Amount -

(Wt.@1.98kg/m

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

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Amount -

(VI)M.S. Plate 10mm thick

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(Wt.@78.50kg/sqm)

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(a)Base Plate for column –4x1=4nos

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

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Total=12nos

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12nosx0.250mx0.250 =0.75m2

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0.75m2x78.50kg/m2 =58.875kg

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(b)Stiffener plate at Bottom Column

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support(Size-0.225x0.075)x10mm thick

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Amount -

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

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Amount -

=0.27m2x78.50kg/m2 =21.20kg

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Amount -

(VII) M.S. Plate 6mm thick

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Amount -

(Wt.@47.10kg/sqm)

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Amount -

(a)For Horizontal & Diagonal

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Amount -

Beam connection –4x2=8nos

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Amount -

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

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Amount -

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

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Amount -

(b)Stiffener plate for Top angular

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Amount -

support

Quantity1001.76

Rate-

Amount 104.34

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

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Rate-

Amount -

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

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Amount -

(VIII)M.S. Plate 3mm Thick

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Amount -

(Wt.@15.70kg/sqm)

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Amount -

2.1x2.1x0.003x7850 =103.86kg

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Amount -

(IX) Nut Bolt 16mm dia length 450mm (Wt.@1.112kg each)

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16nosx1.112kg =17.80kg

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(X)Nut Bolts of Various Sizes for fixing

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of structure (Lump sum) =22.00kg

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Amount -

Total=893.01Kg

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Amount -

Steel Structure for Solor Panel

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100mmx100mmx4.8mm

Quantity-

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Amount -

3mx14.60kg/m=43.80kg

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Amount -

80mmx40mmx3.2mm

Quantity-

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Amount -

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

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Amount -

25 mmx 25mmx6 mm

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Amount -

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

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91.5mmx91.5mmx4.5mm

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1.5mx11.88kg/m=17.82kg

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Amount -

Base Plate

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

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Stiffner Plate

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

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Nut Bolt

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Amount -

L.S. 2kg

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Amount -

Total:- 115.53kg

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Amount -

Grand Total:- 893.01+ 108.75= 1001.76kg

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Information board for IEC

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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)

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(I)Square Tube

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25mmx25mmx3.2mm thick

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(Wt.@1.98kg/m)

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

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Amount -

(II) Square Tube

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25mmx25mmx3.2mm thick

Quantity-

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(Wt.@1.98kg/m)

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

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

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(Wt.@7.85kg/m2)

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1nosx1.50mx1.20m=1.80m2

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Amount -

=1.80m2x7.85kgp/m2 =14.13kg

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Amount -

Total=27.20kg

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Amount -

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

Quantity27.2

Rate-

Amount 85.14

1nox2.10mx0.60m=1.26m2

Quantity-

Rate-

Amount -

Total=1.26m2

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Amount -

Brick work in C.M 1:5 mix using 2nd class ground moulded chamber burnt bricks with including cost

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Amount -

Construction of chamber for 100mm sluices valve

Quantity1.26

Rate-

Amount 2000

Installation of 2000 liters Capacity Water Storage Tank

Quantity-

Rate-

Amount -

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)

Quantity2000

Rate-

Amount 6.2

Transportation Charge

Quantity1

Rate-

Amount 1000

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

Quantity1

Rate-

Amount 50

Making hole in Tank

Quantity4

Rate-

Amount 25

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

Quantity4

Rate-

Amount 158.59

O/M

Quantity-

Rate-

Amount -

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

Quantity1

Rate-

Amount 9000

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

Quantity1

Rate-

Amount 10303.01

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

Quantity1

Rate-

Amount 10921.2

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

Quantity1

Rate-

Amount 11576.47

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

Quantity1

Rate-

Amount 12271.06

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

Quantity5

Rate-

Amount 800

Rising and Distribution Network with House Connection including Platform & Stand post

Quantity-

Rate-

Amount -

Earth work in excavation in foundation trenches in hard soil (Vide Classification soil item B) and disposal of excavated earth as obtained to a distance up to 50 Mtr. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of E/I. (DWSD-3.1.1.1)

Quantity-

Rate-

Amount -

For Rising Main

Quantity-

Rate-

Amount -

50 mm HDPE Pipe-

Quantity-

Rate-

Amount -

65 mm HDPE Pipe-

Quantity-

Rate-

Amount -

Distribution

Quantity-

Rate-

Amount -

63 mm HDPE Pipe-

Quantity-

Rate-

Amount -

50 mm HDPE Pipe-

Quantity-

Rate-

Amount -

32 mm HDPE Pipe-

Quantity-

Rate-

Amount -

20 mm HDPE Pipe-

Quantity-

Rate-

Amount -

Total-

Quantity70

Rate-

Amount 138.11

Dismantling plain cement concrete work including stacking serviceable materials in countable stacks within 15 M lead and disposal of unserviceable materials with all leads all complete BCD-5.10.2

Quantity2.25

Rate-

Amount 878.79

Providing PCC M-200 with nominal mix of (1:1.5:3) with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of FM 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, sticking, curing , taxes and royalty all complete as per specification and direction of E/I. for construction of road cutting portion- BCD-5.3.1.1

Quantity2.25

Rate-

Amount 4858.76

Rising Main

Quantity-

Rate-

Amount -

Manufacture, supply and Delivery of following Nominal dia UPVC column pipes including PVC socket (Coupler),

Quantity-

Rate-

Amount -

65mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:74.5 to 75.2mm wall Thickness End:9mm to 10.7mm, Barrel 9mm to 10.7 mm, Length: 3Mtrs.Rising main

Quantity15

Rate-

Amount 221

50 mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:87.5 to 88.2mm wall Thickness End:9 .8 mm to 11.9mm, Barrel 7.3mm to 9 mm, Length: 3Mtrs. Delivery Pipe

Quantity15

Rate-

Amount 157

Distribution

Quantity-

Rate-

Amount -

Providing and supplying High Density Polyethylene pipe (HDPE pipe) of 20 mm to 225 mm OD and pressure 6.0 Kg/cm2 and 10 Kg/cm2 suitable for water supply which is available in all standard conforming to ISI -- 4984/14151/12786/13488,ISO 4427 , DIN-8074 materials rates are Ex-factory excluding transportation, taxes and duties. PE-80 , PN- 10 (Item No-112M 1028)

Quantity-

Rate-

Amount -

63 mm HDPE Pipe-

Quantity15

Rate-

Amount 148.99

50 mm HDPE Pipe-

Quantity50

Rate-

Amount 93.65

32 mm HDPE Pipe-

Quantity80

Rate-

Amount 38.31

20 mm HDPE Pipe-

Quantity105

Rate-

Amount 23

Providing and fixing Gun Metal Gate valve with C I wheel of approved quality(screwed end).DSR 18.17.5

Quantity-

Rate-

Amount -

50 mm dia .

Quantity1

Rate-

Amount 776.07

65mm dia

Quantity1

Rate-

Amount 1328.66

Providing and supplying High Density Polyethylene (HDPE ) fittings of 20 mm to 225 mm OD and pressure 6.0 Kg/cm2 and 10 Kg/cm2 suitable for water supply which is available in all standard conforming to ISI -- 4984/14151/12786/13488,ISO 4427 , DIN-8074 materials rates are Ex-factory excluding transportation, taxes and duties. PE-80 , PN- 10

Quantity1

Rate-

Amount 933.24

Lowering, Laying and Jointing H. D. P. E./M. D.P. E. pipes in proper position including all specials by compression fitting/electro fusion and butt fusion jointing procedure as per relevant IS Code complete with all materials for jointing procedure like Electro fusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II. MJP 19-20 sec-I-IX sl no -2(i)

Quantity-

Rate-

Amount -

For Rising

Quantity-

Rate-

Amount -

50 mm HDPE Pipe-

Quantity15

Rate-

Amount 34

65 mm HDPE Pipe-

Quantity15

Rate-

Amount 41

Distribution

Quantity-

Rate-

Amount -

65 mm HDPE Pipe-

Quantity15

Rate-

Amount 41

50 mm HDPE Pipe-

Quantity50

Rate-

Amount 34

32 mm HDPE Pipe-

Quantity80

Rate-

Amount 21

20 mm HDPE Pipe-

Quantity105

Rate-

Amount 11

32mm HDPE

Quantity10

Rate-

Amount 100.1

Supplying all materials , labour and tools for fixing 15 mm dia G.I. pipes with Red lead and yarn of following nominal bore with screwed and socketed joints on wall, ceiling and floor including supplying and fitting of wall hooks or pipe clamps, wooden plugs, cutting pipes to size and threading ends if required etc. all complete as per specification and direction of Engineer-in-Charge. DWSD 3.1.2(i)

Quantity7

Rate-

Amount 12.49

Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I. DWSD 3.1.13

Quantity-

Rate-

Amount -

(1) Elbow

Quantity-

Rate-

Amount -

(a) 15 mm dia.

Quantity14

Rate-

Amount 72.77

(2) Reducer Socket -

Quantity-

Rate-

Amount -

(a) 20 x 15 mm dia.

Quantity7

Rate-

Amount 77.25

(3) Nipple -

Quantity-

Rate-

Amount -

(a) 15 mm dia.

Quantity14

Rate-

Amount 71.68

(4) Plain Socket -

Quantity-

Rate-

Amount -

(a) 15 mm dia.

Quantity14

Rate-

Amount 70.59

Supplying and fixing G.M. ferrule of approved make in existing C.I./D.I. main Including drilling and taping C.I./D.I. main all complete as per specification and direction of E/I. 3 mm, 6 mm 10 mm dm ferrule weight not less than 425 gram. (JOSR DWSD 3.1.4.1)

Quantity7

Rate-

Amount 561.74

Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I. DWSD 3.1.12

Quantity-

Rate-

Amount -

50 mm dia and weight not less than 1.5 Kg.

Quantity1

Rate-

Amount 1370.26

65 mm dia Full way valve

Quantity2

Rate-

Amount 1328.66

Providing and fixing of male ended C.I.Body brass spindle valve and seat Bib cock of approved quality with extra socket all complete as per specification and direction of E/I. DWSD 3.1.5.2

Quantity-

Rate-

Amount -

15 dia and weight not less than 400 Gm

Quantity7

Rate-

Amount 177.21

Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design.With common burnt clay F.P.S.(non modular) bricks of class designation 7.5. DSR 18.32.1

Quantity-

Rate-

Amount -

Full way valve chamber

Quantity1

Rate-

Amount 1412.9

Supplying materials , labours and equipment's for construction of 0.90M x 0.90 M size P.C.C. (1:2:4) Rectangular Platform with stand post in house including 12 mm thick cement plaster in C.M. (1:4) with neat cement punning over exposed surface all complete job, as per approved design, specification and direction of E/I. (As per Annexure II Attached)

Quantity-

Rate-

Amount -

1.20 M x 0.90 M size P.C.C. (1:2:4) Rectangular Platform -

Quantity7

Rate-

Amount 1320

Providing brick masonry chamber of inner size 600 x 600 x 450 mm deep for bore well protection having 125 mm thick wall and 75 mm R.C.C cover including cement plaster of exposed surface, etc all complete job(Annexture I )

Quantity1

Rate-

Amount 2552

Earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-Charge. (3.1.1.2)

Quantity-

Rate-

Amount -

85% of Excavated Qty. -

Quantity-

Rate-

Amount -

Qty. As per item No. -1

Quantity59.5

Rate-

Amount 86.32

Providing fitting & fixing 32 mm to 50 mm service HDPE saddle all complete job, as per approved design, specification and direction of E/I. (As per old model estimate)

Quantity7

Rate-

Amount 54

Mandeep Tola (Model-1A)

Quantity-

Rate-

Amount -

DEEP DRILLED TUBE WELL OF 125/115 MM DIA, 60 MTRS WITH INSTALLATION OF INDIA MARK II (IS:15500 Part-2/2004) HAND PUMP.

Quantity-

Rate-

Amount -

A. Drilling Portion

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

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

Quantity30

Rate-

Amount 451

(b) Beyond 30mtr. In Rural Areas

Quantity30

Rate-

Amount 485.67

Quantity15

Rate-

Amount 12.38

Quantity1

Rate-

Amount 155.21

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

Quantity0.5

Rate-

Amount 3140.17

Quantity1

Rate-

Amount 123.2

B. Civil Portion

Quantity-

Rate-

Amount -

Supplying all tools, equipment, labours and lowering 32 mm dia G.I. (Medium) pipe in DT in 3 mtr. Length all complete job as per direction of E/I. Including carriage of materials.

Quantity24

Rate-

Amount 14.74

Supplying all tools, Labour for fitting and fixing deep well cylinder with necessary connecting rod all complete job as per specification & direction of E/I.

Quantity1

Rate-

Amount 182.97

Supplying all materials, labours for fitting and fixing of India Mark II Hand Pump with all accessories all job complete as per direction of E/I. Including carriage of materials.

Quantity1

Rate-

Amount 139.15

Quantity1

Rate-

Amount 6945.4

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

Quantity3

Rate-

Amount 429

Quantity1

Rate-

Amount 500

C. COST OF MATERIALS

Quantity-

Rate-

Amount -

Quantity1

Rate-

Amount 9500.7

Cost of 32 mm dia GI pipe (Medium) 3 Mtrs long screwed at both ends with seamless socket as per IS:1239(Part 1990).

Quantity24

Rate-

Amount 275

Cost of 125 mm dia blue UPVC Casing Pipe as per I.S.12818/2016 CML no.- 5543459

Quantity15

Rate-

Amount 457.49

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

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

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.

Quantity-

Rate-

Amount -

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.

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

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)

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

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)

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

xiv) With third party inspection before dispatch.

Quantity-

Rate-

Amount -

xv) Fitting, fixing & mounting on water tank steel structure.

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

a) Name of the Manufacturer or Distinctive Logo.

Quantity-

Rate-

Amount -

b) Model Number.

Quantity-

Rate-

Amount -

c) Serial Number.

Quantity-

Rate-

Amount -

Solar submersible motor pump (SPV DC Type)

Quantity-

Rate-

Amount -

Quantity1

Rate-

Amount 119000

Quantity1

Rate-

Amount 1865

Quantity1

Rate-

Amount 677.23

Provision of solar night lamp.

Quantity1

Rate-

Amount 1000

Foundation for Steel structure staging & Solar panel .

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

(BCD-SOR-5.1.1+5.1.2)

Quantity-

Rate-

Amount -

Foundation for Steel structure staging

Quantity-

Rate-

Amount -

4nosx1.10mx1.10mx1.45m=7.01m3

Quantity-

Rate-

Amount -

Foundation for Solar panel

Quantity-

Rate-

Amount -

1nox1.10mx1.10mx1.45m=1.75m3

Quantity-

Rate-

Amount -

Total=8.76m3

Quantity8.76

Rate-

Amount 153.84

Quantity-

Rate-

Amount -

(BCD-SOR-5.1.10)

Quantity-

Rate-

Amount -

Foundation for Steel structure staging

Quantity-

Rate-

Amount -

4nosx1.10mx1.10mx0.08m=0.38m3

Quantity-

Rate-

Amount -

Foundation for Solar panel

Quantity-

Rate-

Amount -

1nox1.20mx1.20mx0.10m=0.144m3

Quantity-

Rate-

Amount -

Total=0.524m3

Quantity0.52

Rate-

Amount 415.58

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

Quantity-

Rate-

Amount -

(BCD-SOR-5.6.1)

Quantity-

Rate-

Amount -

4nosx1.10mx1.10m=4.84 m3

Quantity-

Rate-

Amount -

Foundation for Solar panel

Quantity-

Rate-

Amount -

1nox1.10mx1.10m=1.21m2

Quantity-

Rate-

Amount -

Total=6.05m2

Quantity6.05

Rate-

Amount 329.83

Quantity-

Rate-

Amount -

5.3.1.2

Quantity-

Rate-

Amount -

Foundation for Steel structure staging

Quantity-

Rate-

Amount -

4nosx1.10mx1.10mx0.10m=0.484 m3

Quantity-

Rate-

Amount -

Foundation for Solar panel

Quantity-

Rate-

Amount -

1nox1.10mx1.10mx0.10m=0.121m3

Quantity-

Rate-

Amount -

Total=0.605m3

Quantity0.61

Rate-

Amount 4492.36

Quantity-

Rate-

Amount -

(a)Foundation for Steel structure staging

Quantity-

Rate-

Amount -

Footing (BCD-SOR-5.3.1.1)

Quantity-

Rate-

Amount -

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

Quantity0.81

Rate-

Amount 4858.76

Vertical Pedestal (BCD-SOR-5.3.2.1)

Quantity-

Rate-

Amount -

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

Quantity0.34

Rate-

Amount 5810.71

Tie Beam (BCD-SOR-5.3.2.1)

Quantity-

Rate-

Amount -

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

Quantity0.28

Rate-

Amount 5810.71

(b)Foundation for Solar panel

Quantity-

Rate-

Amount -

Footing (BCD-SOR-5.3.1.1)

Quantity-

Rate-

Amount -

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

Quantity0.2

Rate-

Amount 4858.76

Vertical Pedestal SOR-5.3.2.1)

Quantity-

Rate-

Amount -

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

Quantity0.12

Rate-

Amount 5810.71

Quantity-

Rate-

Amount -

BCD-SOR-5.5.5

Quantity-

Rate-

Amount -

(a)Foundation for Steel structure staging

Quantity-

Rate-

Amount -

Footing

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

Vertical Column

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

Beam

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

(b)Foundation for Solar panel

Quantity-

Rate-

Amount -

Footing

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

Vertical Column

Quantity-

Rate-

Amount -

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

Quantity0.1

Rate-

Amount 77259.94

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

Quantity0.1

Rate-

Amount 76041.94

Quantity-

Rate-

Amount -

Sand Lead 15Km

Quantity4.09

Rate-

Amount 304.24

Cement Lead10Km

Quantity2.65

Rate-

Amount 218

Stone Chips Lead15k\Km

Quantity6.96

Rate-

Amount 304.24

Steel Lead 10Km

Quantity0.21

Rate-

Amount 218

Brick Lead15Km

Quantity200

Rate-

Amount 0.76

Construction of galvanized tubular Steel structure staging for (4.5m) HDPE water storage Tank& Solar Panel.

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

(I)MS square Tube

Quantity-

Rate-

Amount -

75mmx75mmx4.80mm thick for

Quantity-

Rate-

Amount -

vertical column(Wt.@9.66kg/m)

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

(II) MS square Tube

Quantity-

Rate-

Amount -

75mmx75mmx4.80mm thick

Quantity-

Rate-

Amount -

support for Top(Wt.@9.66kg/m)

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

(III) Square Tube for Bracing

Quantity-

Rate-

Amount -

40mmx40mmx3.20mm thick.

Quantity-

Rate-

Amount -

(Wt.@3.49kg/m)

Quantity-

Rate-

Amount -

(a)For horizontal support beam

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

(b)For Triangular support Tube.

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

(c)Square Tube

Quantity-

Rate-

Amount -

25mmx25mmx3.20mm thick.

Quantity-

Rate-

Amount -

for triangular (Wt.@1.98kg/m)

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

(Wt.@1.98kg/m)

Quantity-

Rate-

Amount -

(a)Horizontal Beam

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

(b)Vertical Beam

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

(Wt.@1.74kg/m)

Quantity-

Rate-

Amount -

(a)Vertical Column

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

(c)Steps

Quantity-

Rate-

Amount -

squareTube25mmx25mmx3.20thick

Quantity-

Rate-

Amount -

(Wt.@1.98kg/m

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

(VI)M.S. Plate 10mm thick

Quantity-

Rate-

Amount -

(Wt.@78.50kg/sqm)

Quantity-

Rate-

Amount -

(a)Base Plate for column –4x1=4nos

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

Total=12nos

Quantity-

Rate-

Amount -

12nosx0.250mx0.250 =0.75m2

Quantity-

Rate-

Amount -

0.75m2x78.50kg/m2 =58.875kg

Quantity-

Rate-

Amount -

(b)Stiffener plate at Bottom Column

Quantity-

Rate-

Amount -

support(Size-0.225x0.075)x10mm thick

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

=0.27m2x78.50kg/m2 =21.20kg

Quantity-

Rate-

Amount -

(VII) M.S. Plate 6mm thick

Quantity-

Rate-

Amount -

(Wt.@47.10kg/sqm)

Quantity-

Rate-

Amount -

(a)For Horizontal & Diagonal

Quantity-

Rate-

Amount -

Beam connection –4x2=8nos

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

(b)Stiffener plate for Top angular

Quantity-

Rate-

Amount -

support

Quantity1001.76

Rate-

Amount 104.34

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

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

(VIII)M.S. Plate 3mm Thick

Quantity-

Rate-

Amount -

(Wt.@15.70kg/sqm)

Quantity-

Rate-

Amount -

2.1x2.1x0.003x7850 =103.86kg

Quantity-

Rate-

Amount -

(IX) Nut Bolt 16mm dia length 450mm (Wt.@1.112kg each)

Quantity-

Rate-

Amount -

16nosx1.112kg =17.80kg

Quantity-

Rate-

Amount -

(X)Nut Bolts of Various Sizes for fixing

Quantity-

Rate-

Amount -

of structure (Lump sum) =22.00kg

Quantity-

Rate-

Amount -

Total=893.01Kg

Quantity-

Rate-

Amount -

Steel Structure for Solor Panel

Quantity-

Rate-

Amount -

100mmx100mmx4.8mm

Quantity-

Rate-

Amount -

3mx14.60kg/m=43.80kg

Quantity-

Rate-

Amount -

80mmx40mmx3.2mm

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

25 mmx 25mmx6 mm

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

91.5mmx91.5mmx4.5mm

Quantity-

Rate-

Amount -

1.5mx11.88kg/m=17.82kg

Quantity-

Rate-

Amount -

Base Plate

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

Stiffner Plate

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

Nut Bolt

Quantity-

Rate-

Amount -

L.S. 2kg

Quantity-

Rate-

Amount -

Total:- 115.53kg

Quantity-

Rate-

Amount -

Grand Total:- 893.01+ 108.75= 1001.76kg

Quantity-

Rate-

Amount -

Information board for IEC

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

(I)Square Tube

Quantity-

Rate-

Amount -

25mmx25mmx3.2mm thick

Quantity-

Rate-

Amount -

(Wt.@1.98kg/m)

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

(II) Square Tube

Quantity-

Rate-

Amount -

25mmx25mmx3.2mm thick

Quantity-

Rate-

Amount -

(Wt.@1.98kg/m)

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

(Wt.@7.85kg/m2)

Quantity-

Rate-

Amount -

1nosx1.50mx1.20m=1.80m2

Quantity-

Rate-

Amount -

=1.80m2x7.85kgp/m2 =14.13kg

Quantity-

Rate-

Amount -

Total=27.20kg

Quantity-

Rate-

Amount -

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

Quantity27.2

Rate-

Amount 85.14

1nox2.10mx0.60m=1.26m2

Quantity-

Rate-

Amount -

Total=1.26m2

Quantity-

Rate-

Amount -

Brick work in C.M 1:5 mix using 2nd class ground moulded chamber burnt bricks with including cost

Quantity-

Rate-

Amount -

Construction of chamber for 100mm sluices valve

Quantity1.26

Rate-

Amount 2000

Installation of 2000 liters Capacity Water Storage Tank

Quantity-

Rate-

Amount -

Quantity2000

Rate-

Amount 6.2

Transportation Charge

Quantity1

Rate-

Amount 1000

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

Quantity1

Rate-

Amount 50

Making hole in Tank

Quantity4

Rate-

Amount 25

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

Quantity4

Rate-

Amount 158.59

Annual Operation & Maintenance cost based on Existing D/T Well with solar motor pump for 5 years.

Quantity-

Rate-

Amount -

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

Quantity1

Rate-

Amount 9000

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

Quantity1

Rate-

Amount 10303.01

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

Quantity1

Rate-

Amount 10921.2

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

Quantity1

Rate-

Amount 11576.47

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

Quantity1

Rate-

Amount 12271.06

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

Quantity5

Rate-

Amount 800

Rising and Distribution Network with House Connection including Platform & Stand post

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

For Rising Main

Quantity-

Rate-

Amount -

50 mm HDPE Pipe-

Quantity-

Rate-

Amount -

65 mm HDPE Pipe-

Quantity-

Rate-

Amount -

Distribution

Quantity-

Rate-

Amount -

63 mm HDPE Pipe-

Quantity-

Rate-

Amount -

50 mm HDPE Pipe-

Quantity-

Rate-

Amount -

32 mm HDPE Pipe-

Quantity-

Rate-

Amount -

20 mm HDPE Pipe-

Quantity-

Rate-

Amount -

Total-

Quantity77.5

Rate-

Amount 138.11

Dismantling plain cement concrete work including stacking serviceable materials in countable stacks within 15 M lead and disposal of unserviceable materials with all leads all complete BCD-5.10.2

Quantity2.25

Rate-

Amount 878.79

Quantity2.25

Rate-

Amount 4858.76

Rising Main

Quantity-

Rate-

Amount -

Manufacture, supply and Delivery of following Nominal dia UPVC column pipes including PVC socket (Coupler),

Quantity-

Rate-

Amount -

65mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:74.5 to 75.2mm wall Thickness End:9mm to 10.7mm, Barrel 9mm to 10.7 mm, Length: 3Mtrs.Rising main

Quantity15

Rate-

Amount 221

50 mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:87.5 to 88.2mm wall Thickness End:9 .8 mm to 11.9mm, Barrel 7.3mm to 9 mm, Length: 3Mtrs. Delivery Pipe

Quantity15

Rate-

Amount 157

Distribution

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

63 mm HDPE Pipe-

Quantity15

Rate-

Amount 148.99

50 mm HDPE Pipe-

Quantity50

Rate-

Amount 93.65

32 mm HDPE Pipe-

Quantity80

Rate-

Amount 38.31

20 mm HDPE Pipe-

Quantity135

Rate-

Amount 23

Providing and fixing Gun Metal Gate valve with C I wheel of approved quality(screwed end).DSR 18.17.5

Quantity-

Rate-

Amount -

50 mm dia .

Quantity1

Rate-

Amount 776.07

65mm dia

Quantity1

Rate-

Amount 1328.66

Quantity1

Rate-

Amount 1002.24

Quantity-

Rate-

Amount -

For Rising

Quantity-

Rate-

Amount -

50 mm HDPE Pipe-

Quantity15

Rate-

Amount 34

65 mm HDPE Pipe-

Quantity15

Rate-

Amount 41

Distribution

Quantity-

Rate-

Amount -

65 mm HDPE Pipe-

Quantity15

Rate-

Amount 41

50 mm HDPE Pipe-

Quantity50

Rate-

Amount 34

32 mm HDPE Pipe-

Quantity80

Rate-

Amount 21

20 mm HDPE Pipe-

Quantity135

Rate-

Amount 11

32mm HDPE

Quantity10

Rate-

Amount 100.1

Quantity9

Rate-

Amount 12.49

Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I. DWSD 3.1.13

Quantity-

Rate-

Amount -

(1) Elbow

Quantity-

Rate-

Amount -

(a) 15 mm dia.

Quantity18

Rate-

Amount 72.77

(2) Reducer Socket -

Quantity-

Rate-

Amount -

(a) 20 x 15 mm dia.

Quantity9

Rate-

Amount 77.25

(3) Nipple -

Quantity-

Rate-

Amount -

(a) 15 mm dia.

Quantity18

Rate-

Amount 71.68

(4) Plain Socket -

Quantity-

Rate-

Amount -

(a) 15 mm dia.

Quantity18

Rate-

Amount 70.59

Quantity9

Rate-

Amount 561.74

Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I. DWSD 3.1.12

Quantity-

Rate-

Amount -

50 mm dia and weight not less than 1.5 Kg.

Quantity1

Rate-

Amount 1370.26

65 mm dia Full way valve

Quantity2

Rate-

Amount 1328.66

Providing and fixing of male ended C.I.Body brass spindle valve and seat Bib cock of approved quality with extra socket all complete as per specification and direction of E/I. DWSD 3.1.5.2

Quantity-

Rate-

Amount -

15 dia and weight not less than 400 Gm

Quantity9

Rate-

Amount 177.21

Quantity-

Rate-

Amount -

Full way valve chamber

Quantity1

Rate-

Amount 1412.9

Quantity-

Rate-

Amount -

1.20 M x 0.90 M size P.C.C. (1:2:4) Rectangular Platform -

Quantity9

Rate-

Amount 1320

Quantity1

Rate-

Amount 2552

Quantity-

Rate-

Amount -

85% of Excavated Qty. -

Quantity-

Rate-

Amount -

Qty. As per item No. -1

Quantity65.88

Rate-

Amount 86.32

Providing fitting & fixing 32 mm to 50 mm service HDPE saddle all complete job, as per approved design, specification and direction of E/I. (As per old model estimate)

Quantity9

Rate-

Amount 54

ODAN(Model-2)

Quantity-

Rate-

Amount -

Construction of 125mm x115mm x 90.0 M deep Drilled Tube Well

Quantity-

Rate-

Amount -

Supplying all materials, labour and tools and equipment for drilling 125 x 115 mm dia bore well in any kinds of soil and rocks by using D.T.H. super rig machine and ball hammer technology including all technology inclusive of mobilization, demobilization of rigs air compressor all accessories of rigs tools and plant labour etc. all complete job including transportation charge cost of flushing charge, geographical investigation etc. all complete

Quantity-

Rate-

Amount -

(a) 0.00m Up to 30.00m depth below G.L. In Rural Areas (DWSD M1037)

Quantity30

Rate-

Amount 451

(b) 30.000m Up to 120.00m depth beyond . In Rural Areas

Quantity60

Rate-

Amount 485.67

Basic rate of 125mmdia Blue UPVC Casing pipe Confirming to I.S.I . latest revision IS(12818)/2016 C.M.L. No-5543459 (DWSD M1024)

Quantity30

Rate-

Amount 457.49

Supplying all materials, labour and inserting UPVC blue pipe 125 mm internal dia casing pipe for protecting the bore hole in over burden up to hard surface as per IS 12818-1392 with latest revision all complete job with taxes as per specification and direction of E/I. (DWSD M1041)

Quantity30

Rate-

Amount 12.37

Supplying labour cement and calcium chloride or bentonite solution and equipment’s for grouting Casing pipe (DWSD M1043)

Quantity1

Rate-

Amount 155.21

Supplying all tools, equipments and labour and doing washing, flushing and development of drilled tube well to give clean and clear water all complete as per direction E/I. (DWSD M1042)

Quantity0.5

Rate-

Amount 3140.17

Supplying labours and equipment’s including 125mm dia G.I. Cap & fitting and fixing over the casing pipe of bore well properly and taking it out as per direction of E/(DWSD M1044)

Quantity1

Rate-

Amount 123.2

Supplying materials and labours for constructing bore well chamber of 75B designation brick masonry chamber 600mmx450mm and 750mm deep internal dimension having 250mm thickness in cement mortar 1:6 including 12mm cement plaster 1:6 with 600mmx475mm RCC cover with earth work in excavation and 75mm thick PCC(1:3:6) in foundation and refilling all complete as per specification and direction of E/I (Annexure I Attached) (From old molde Estimate)

Quantity1

Rate-

Amount 4961

Provision of 2 H.P. D.C. Solar Motor Pump Complete Set

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

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.

Quantity-

Rate-

Amount -

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.

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

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)

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

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)

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

xiv) With third party inspection before dispatch.

Quantity-

Rate-

Amount -

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.

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

a) Name of the Manufacturer or Distinctive Logo.

Quantity-

Rate-

Amount -

b) Model Number.

Quantity-

Rate-

Amount -

c) Serial Number.

Quantity-

Rate-

Amount -

Solar submersible motor pump (SPV DC Type)

Quantity-

Rate-

Amount -

i) 2 HP (DC Pump) with 1800 wp minimum watt P.V. Panel as MNRE pump head Max Shut-off head up to 100 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)

Quantity1

Rate-

Amount 170820

Provision of solar night lamp.

Quantity1

Rate-

Amount 1000

R.C.C. Water Tank (2.1x2.1x2.1m Internal size) with 8 M staging having Utility Room at Ground Level

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

Footing

Quantity-

Rate-

Amount -

Plinth Beam

Quantity-

Rate-

Amount -

Stair

Quantity-

Rate-

Amount -

Total

Quantity20.11

Rate-

Amount 153.84

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. (5.3.1.2)

Quantity-

Rate-

Amount -

Footing

Quantity-

Rate-

Amount -

Utility Room. Floor

Quantity-

Rate-

Amount -

Extra for wall

Quantity-

Rate-

Amount -

Stair

Quantity-

Rate-

Amount -

Total

Quantity1.59

Rate-

Amount 4492.36

Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, 'plywood form work, bully/steel propups, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (excluding M.S. or Tor reinforcement) Section-G-Plain and Reinforced Cement Concrete-item 2 (M.J.P)

Quantity-

Rate-

Amount -

Footing

Quantity-

Rate-

Amount -

Trapezoidal Portion

Quantity-

Rate-

Amount -

Total

Quantity2.8

Rate-

Amount 6024

Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, 'plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only.Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement) For RCC M-250 grade Column Section-G-Plain and Reinforced Cement Concrete-item 3 (MJP)

Quantity-

Rate-

Amount -

Column up to G.L.

Quantity-

Rate-

Amount -

G.L.to roof beam of Utility Room

Quantity-

Rate-

Amount -

Total

Quantity1.96

Rate-

Amount 7245

Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, 'plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement) For RCC M-250 grade Beams/Braces/Lintels -Section-G-Plain and Reinforced Cement Concrete-item 4 & 5 (MJP)

Quantity-

Rate-

Amount -

Bracing at Utility Room roof level M-25

Quantity-

Rate-

Amount -

Roof of Pump House M-25

Quantity-

Rate-

Amount -

landing

Quantity-

Rate-

Amount -

Total

Quantity1.14

Rate-

Amount 7692

Beam of Tank Floor M-30

Quantity-

Rate-

Amount -

Total

Quantity0.54

Rate-

Amount 7128

Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, 'plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement) For RCC M-300 grade Slabs / Landings / Vertical Walls Section-G-Plain and Reinforced Cement Concrete-item 5 (MJP)

Quantity-

Rate-

Amount -

Tank Floor Roof with projection M-30

Quantity-

Rate-

Amount -

landing M-30

Quantity-

Rate-

Amount -

Tank Wall M-30

Quantity-

Rate-

Amount -

Total

Quantity4.11

Rate-

Amount 7692

Tank Roof top M-25

Quantity-

Rate-

Amount -

landing

Quantity-

Rate-

Amount -

Total

Quantity0.98

Rate-

Amount 7692

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 including cost of materials,labours,royalityand taxes all complete as per building specification and direction of E/I.(Mode of measurement-compacted volume).BCD-5.1.10

Quantity-

Rate-

Amount -

Utility Room Floor

Quantity-

Rate-

Amount -

Stair

Quantity-

Rate-

Amount -

Total

Quantity0.38

Rate-

Amount 415.58

Providing designation 100 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. BCD-5.6.1

Quantity-

Rate-

Amount -

Utility Room Floor

Quantity-

Rate-

Amount -

Stair

Quantity-

Rate-

Amount -

Total

Quantity3.99

Rate-

Amount 329.83

Filling in foundation trenches and plinth in layers not exceeding 150mm thick, well watered,rammed,fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50M and lift of 1.5M all complete as per building specifications and direction of E/I.(Mode of measurement-compacted volume). BCD-5.1.07

Quantity-

Rate-

Amount -

Utility Room Floor

Quantity-

Rate-

Amount -

Foundation

Quantity-

Rate-

Amount -

Total

Quantity16.23

Rate-

Amount 50.82

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

Quantity-

Rate-

Amount -

Up to Plinth

Quantity-

Rate-

Amount -

Stair

Quantity-

Rate-

Amount -

Stair

Quantity-

Rate-

Amount -

Total

Quantity0.98

Rate-

Amount 5069.99

Providing designation 75A Brick work in C.M(1:6) in superstructure with approved quality of clean coarse sand of F.M 2 to 2.5 including providing 10mm thick mortar joints, cost of screening,scaffolding,raking out joints 15mm depth,curing,taxes and royalty all complete as per bldg. specification and direction of E/I.BCD-5.2.11

Quantity-

Rate-

Amount -

Plinth to Bracing

Quantity-

Rate-

Amount -

Deduction

Quantity-

Rate-

Amount -

Door

Quantity-

Rate-

Amount -

Window

Quantity-

Rate-

Amount -

Lintel

Quantity-

Rate-

Amount -

Door

Quantity-

Rate-

Amount -

Window

Quantity-

Rate-

Amount -

Total of deduction

Quantity-

Rate-

Amount -

Net Quantity

Quantity2.12

Rate-

Amount 5193.02

Providing R.C.C.M-200 in nominal mix of (1:1.5:3) in lintel with approved quality of stone chips (20mm to 6mm size) graded and clean coarse of F.M 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position, vibrating striking, curing(but excluding the cost of reinforcement),taxes and royalty all complete as per building specification and direction of E/I. BCD-5.3.11

Quantity-

Rate-

Amount -

Door

Quantity-

Rate-

Amount -

Window

Quantity-

Rate-

Amount -

Total

Quantity0.07

Rate-

Amount 6092.63

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

Quantity-

Rate-

Amount -

Foundation

Quantity-

Rate-

Amount -

Column up to G.L.

Quantity-

Rate-

Amount -

Bracing, Roof Landing

Quantity-

Rate-

Amount -

Tank floor, Tank Wall ,roof,

Quantity-

Rate-

Amount -

Room Lintel

Quantity-

Rate-

Amount -

Chhajja-63 mm thick

Quantity-

Rate-

Amount -

Total

Quantity1.04

Rate-

Amount 76041.94

Supplying, fitting and fixing M.S grill made of 20*6 mmM.S flats as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth, carriage of grill to work site, hoisting as per building specification and direction of E/I. BCD-5.5.12

Quantity-

Rate-

Amount -

Window

Quantity36

Rate-

Amount 73.46

Providing and fixing fan hooks of 16 mm dia M.S.bar & 1 meter long bent to required size and shape, placed in position and fixed in the R.C.C. slab/beam at the time of casting all complete as per building specification and direction of E/I. BCD-5.5.13

Quantity1

Rate-

Amount 138.8

Supplying, fitting and fixing 20 gauge G.C.I sheet gate fitted on M.S angle frame of size 60*60*6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in C/C(1:2:4) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of E/I. BCD-5.5.29

Quantity-

Rate-

Amount -

Door

Quantity-

Rate-

Amount -

Window

Quantity-

Rate-

Amount -

Total

Quantity2.88

Rate-

Amount 3680.37

Providing 12 mm cement plaster (1:4) 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-5.7.02

Quantity-

Rate-

Amount -

Outer Portion of Tank

Quantity-

Rate-

Amount -

Tank Beam Part

Quantity-

Rate-

Amount -

Bracing

Quantity-

Rate-

Amount -

Column Middle Portion

Quantity-

Rate-

Amount -

Total

Quantity63.36

Rate-

Amount 162.13

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

Quantity-

Rate-

Amount -

Utility Room Inner

Quantity-

Rate-

Amount -

Utility Room outer Wall

Quantity-

Rate-

Amount -

Total

Quantity-

Rate-

Amount -

Deduction

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

Window

Quantity-

Rate-

Amount -

Total

Quantity-

Rate-

Amount -

Net Quantity

Quantity39.36

Rate-

Amount 153.24

Providing 6 mm cement plaster (1:4 ) in ceiling 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-5.7.06

Quantity-

Rate-

Amount -

Utility Room

Quantity-

Rate-

Amount -

Tank bottom

Quantity-

Rate-

Amount -

Tank Roof

Quantity-

Rate-

Amount -

Total

Quantity10.89

Rate-

Amount 170.27

Providing 12 mm cement plaster (1:3) with clean coarse sand of F.M 1.5 with floating coat of neat cement in skirting including rounding of junctions with floor,curing,taxes and royalty all complete as per building specification and direction of E/I. BCD-5.6.10

Quantity-

Rate-

Amount -

Utility Room floor

Quantity-

Rate-

Amount -

Utility Room Step

Quantity-

Rate-

Amount -

Side

Quantity-

Rate-

Amount -

Utility Room dado

Quantity-

Rate-

Amount -

Total

Quantity5.97

Rate-

Amount 224.15

Providing 19 mm water proof cement plaster (1:3) with clean coarse sand of F.M 1.5 with 5% cico or any other approved water proofing compound 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-5.7.15

Quantity-

Rate-

Amount -

Tank Floor

Quantity-

Rate-

Amount -

Tank Wall

Quantity-

Rate-

Amount -

Total

Quantity22.05

Rate-

Amount 247.16

Providing 1.5 mm cement punning including curing, carriage of water with all leads and lifts as per building specification and direction of E/I. BCD-5.7.11

Quantity-

Rate-

Amount -

Quantity as per 19 mm water Proofing

Quantity22.05

Rate-

Amount 51.66

Providing two coats of snowcem of approved shade and make over old surface including washing, cleaning, sand papering the wall,scaffolding,curing and taxes all complete as per building specification & direction of E/I.BCD-5.8.24

Quantity-

Rate-

Amount -

Quantity as per C. Plaster 1:4

Quantity-

Rate-

Amount -

Quantity as per C. Plaster 1:6

Quantity-

Rate-

Amount -

Quantity as per Chajja

Quantity-

Rate-

Amount -

Total

Quantity105.36

Rate-

Amount 102.42

Extra for each coat of cement wash, distemper paint or snowcem over exterior surface for each consecutive floor above first floor including scaffolding etc all complete as per building specification & direction of E/I. BCD-5.8.25

Quantity-

Rate-

Amount -

Quantity as per C. Plaster 1:4

Quantity-

Rate-

Amount -

Quantity as per Chajja

Quantity-

Rate-

Amount -

Total

Quantity66

Rate-

Amount 18.73

Providing two coats of synthetic enamel paint of approved shade and make over steel surface throughly,scaffolding and taxes all papering including cost of scaffolding and taxes all complete as per building specification & direction of E/I. BCD-5.8.45

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

Window

Quantity-

Rate-

Amount -

Total

Quantity6.48

Rate-

Amount 61.9

Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thick M. S. angles as verticals at 1.5 M c/c, and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc. complete. Section-H-Miscellaneous Works page-48 item -1 (MJP)

Quantity6.75

Rate-

Amount 873

Providing and fixing in position M.S. ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coat of anti-corrosive paint, etc. complete as directed by Engineer-in-charge. Section-K-ANCILLARY ITEMS FOR RESERVOIRS page 225 Item No-5 (MJP)

Quantity11.5

Rate-

Amount 1362

Carriage of Materials

Quantity1

Rate-

Amount 27652.23

Distribution Network & House Connection including Platform & Stand post

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

For Rising Main

Quantity-

Rate-

Amount -

50 mm HDPE Pipe-

Quantity-

Rate-

Amount -

65 mm HDPE Pipe-

Quantity-

Rate-

Amount -

Distribution

Quantity-

Rate-

Amount -

63 mm HDPE Pipe-

Quantity-

Rate-

Amount -

50 mm HDPE Pipe-

Quantity-

Rate-

Amount -

32 mm HDPE Pipe-

Quantity-

Rate-

Amount -

20 mm HDPE Pipe-

Quantity-

Rate-

Amount -

Total-

Quantity510

Rate-

Amount 138.11

Dismantling plain cement concrete work including stacking serviceable materials in countable stacks within 15 M lead and disposal of unserviceable materials with all leads all complete BCD-5.10.2

Quantity5.63

Rate-

Amount 878.79

Quantity5.63

Rate-

Amount 4492.36

Rising Main

Quantity-

Rate-

Amount -

Manufacture, supply and Delivery of following Nominal dia UPVC column pipes including PVC socket (Coupler),

Quantity-

Rate-

Amount -

65mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:74.5 to 75.2mm wall Thickness End:9mm to 10.7mm, Barrel 9mm to 10.7 mm, Length: 3Mtrs.Rising main (M.J.P)

Quantity15

Rate-

Amount 221

50 mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:87.5 to 88.2mm wall Thickness End:9 .8 mm to 11.9mm, Barrel 7.3mm to 9 mm, Length: 3Mtrs. Delivery Pipe (M.J.P)

Quantity15

Rate-

Amount 157

Distribution

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

63 mm HDPE Pipe-

Quantity15

Rate-

Amount 148.94

50 mm HDPE Pipe-

Quantity200

Rate-

Amount 93.65

32 mm HDPE Pipe-

Quantity400

Rate-

Amount 38.31

20 mm HDPE Pipe-

Quantity630

Rate-

Amount 23

Providing and fixing Gun Metal Gate valve with C I wheel of approved quality(screwed end).DSR 18.17.5

Quantity-

Rate-

Amount -

50 mm dia .

Quantity1

Rate-

Amount 776.07

65mm dia

Quantity1

Rate-

Amount 1328.66

Quantity1

Rate-

Amount 3545.41

Quantity-

Rate-

Amount -

For Rising

Quantity-

Rate-

Amount -

50 mm HDPE Pipe-

Quantity15

Rate-

Amount 34

65 mm HDPE Pipe-

Quantity15

Rate-

Amount 41

Distribution

Quantity-

Rate-

Amount -

65 mm HDPE Pipe-

Quantity15

Rate-

Amount 41

50 mm HDPE Pipe-

Quantity200

Rate-

Amount 34

32 mm HDPE Pipe-

Quantity400

Rate-

Amount 21

20 mm HDPE Pipe-

Quantity630

Rate-

Amount 11

Providing 15 mm dia. G.I. pipe Tata or equivalent make as per IS 1239 (Part 1/2004) ISI Mark /medium quality in Stand Post. DWSD Sl. 9K (including CP+OHC)

Quantity42

Rate-

Amount 100.1

Quantity42

Rate-

Amount 12.49

Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I. DWSD 3.1.13

Quantity-

Rate-

Amount -

(1) Elbow

Quantity-

Rate-

Amount -

(a) 15 mm dia.

Quantity80

Rate-

Amount 72.77

(3) Reducer Socket -

Quantity-

Rate-

Amount -

(a) 20 x 15 mm dia.

Quantity40

Rate-

Amount 77.25

(4) Nipple -

Quantity-

Rate-

Amount -

(a) 15 mm dia.

Quantity80

Rate-

Amount 71.68

(6) Plain Socket -

Quantity-

Rate-

Amount -

(a) 15 mm dia.

Quantity80

Rate-

Amount 70.07

Quantity42

Rate-

Amount 561.74

Providing and fixing of male ended C.I.Body brass spindle valve and seat Bib cock of approved quality with extra socket all complete as per specification and direction of E/I. DWSD 3.1.5.2

Quantity-

Rate-

Amount -

15 dia and weight not less than 400 Gm

Quantity42

Rate-

Amount 177.21

Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I. DWSD 3.1.12

Quantity-

Rate-

Amount -

50 mm dia and weight not less than 1.5 Kg.

Quantity1

Rate-

Amount 1370.36

65 mm dia Full way valve

Quantity1

Rate-

Amount 1328.66

Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design. With common burnt clay F.P.S.(non modular) bricks of class designation 7.5. DSR 18.32.1

Quantity-

Rate-

Amount -

Full way valve chamber

Quantity2

Rate-

Amount 1412.9

Quantity1

Rate-

Amount 2552

Supplying materials , labours and equipments for construction of 0.90M x 0.90 M size P.C.C. (1:2:4) Rectangular Platform with stand post in house including 12 mm thick cement plaster in C.M. (1:4) with neat cement punning over exposed surface all complete job, as per approved design, specification and direction of E/I. )

Quantity-

Rate-

Amount -

1.20 M x 0.90 M size P.C.C. (1:2:4) Rectangular Platform -

Quantity42

Rate-

Amount 1320

Quantity433.5

Rate-

Amount 86.32

Providing fitting & fixing 32 mm to 50 mm service HDPE saddle all complete job, as per approved design, specification and direction of E/I. (From olde Model estimate)

Quantity42

Rate-

Amount 54

Annual Operation & Maintenance cost based on Existing D/T Well with solar motor pump for 5 years.

Quantity-

Rate-

Amount -

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

Quantity1

Rate-

Amount 9000

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

Quantity1

Rate-

Amount 11925.54

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

Quantity1

Rate-

Amount 12641.07

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

Quantity1

Rate-

Amount 13399.53

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

Quantity1

Rate-

Amount 14203.51

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

Quantity5

Rate-

Amount 800

Odan(Model-1A)

Quantity-

Rate-

Amount -

DEEP DRILLED TUBE WELL OF 125/115 MM DIA, 60 MTRS WITH INSTALLATION OF INDIA MARK II (IS:15500 Part-2/2004) HAND PUMP.

Quantity-

Rate-

Amount -

A. Drilling Portion

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

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

Quantity30

Rate-

Amount 451

(b) Beyond 30mtr. In Rural Areas

Quantity30

Rate-

Amount 485.67

Quantity15

Rate-

Amount 12.38

Quantity1

Rate-

Amount 155.21

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

Quantity0.5

Rate-

Amount 3140.17

Quantity1

Rate-

Amount 123.2

B. Civil Portion

Quantity-

Rate-

Amount -

Supplying all tools, equipment, labours and lowering 32 mm dia G.I. (Medium) pipe in DT in 3 mtr. Length all complete job as per direction of E/I. Including carriage of materials.

Quantity24

Rate-

Amount 14.74

Supplying all tools, Labour for fitting and fixing deep well cylinder with necessary connecting rod all complete job as per specification & direction of E/I.

Quantity1

Rate-

Amount 182.97

Supplying all materials, labours for fitting and fixing of India Mark II Hand Pump with all accessories all job complete as per direction of E/I. Including carriage of materials.

Quantity1

Rate-

Amount 139.15

Quantity1

Rate-

Amount 6945.4

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

Quantity3

Rate-

Amount 429

Quantity1

Rate-

Amount 500

C. COST OF MATERIALS

Quantity-

Rate-

Amount -

Quantity1

Rate-

Amount 9500.7

Cost of 32 mm dia GI pipe (Medium) 3 Mtrs long screwed at both ends with seamless socket as per IS:1239(Part 1990).

Quantity24

Rate-

Amount 275

Cost of 125 mm dia blue UPVC Casing Pipe as per I.S.12818/2016 CML no.- 5543459

Quantity15

Rate-

Amount 457.49

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

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

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.

Quantity-

Rate-

Amount -

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.

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

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)

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

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)

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

xiv) With third party inspection before dispatch.

Quantity-

Rate-

Amount -

xv) Fitting, fixing & mounting on water tank steel structure.

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

a) Name of the Manufacturer or Distinctive Logo.

Quantity-

Rate-

Amount -

b) Model Number.

Quantity-

Rate-

Amount -

c) Serial Number.

Quantity-

Rate-

Amount -

Solar submersible motor pump (SPV DC Type)

Quantity-

Rate-

Amount -

Quantity1

Rate-

Amount 119000

Quantity1

Rate-

Amount 1865

Quantity1

Rate-

Amount 677.23

Provision of solar night lamp.

Quantity1

Rate-

Amount 1000

Quantity-

Rate-

Amount -

(BCD-SOR-5.1.1+5.1.2)

Quantity-

Rate-

Amount -

Foundation for Steel structure staging

Quantity-

Rate-

Amount -

4nosx1.10mx1.10mx1.45m=7.01m3

Quantity-

Rate-

Amount -

Foundation for Solar panel

Quantity-

Rate-

Amount -

1nox1.10mx1.10mx1.45m=1.75m3

Quantity-

Rate-

Amount -

Total=8.76m3

Quantity8.76

Rate-

Amount 153.84

Quantity-

Rate-

Amount -

(BCD-SOR-5.1.10)

Quantity-

Rate-

Amount -

Foundation for Steel structure staging

Quantity-

Rate-

Amount -

4nosx1.10mx1.10mx0.08m=0.38m3

Quantity-

Rate-

Amount -

Foundation for Solar panel

Quantity-

Rate-

Amount -

1nox1.20mx1.20mx0.10m=0.144m3

Quantity-

Rate-

Amount -

Total=0.524m3

Quantity0.52

Rate-

Amount 415.58

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

Quantity-

Rate-

Amount -

(BCD-SOR-5.6.1)

Quantity-

Rate-

Amount -

4nosx1.10mx1.10m=4.84 m3

Quantity-

Rate-

Amount -

Foundation for Solar panel

Quantity-

Rate-

Amount -

1nox1.10mx1.10m=1.21m2

Quantity-

Rate-

Amount -

Total=6.05m2

Quantity6.05

Rate-

Amount 329.83

Quantity-

Rate-

Amount -

5.3.1.2

Quantity-

Rate-

Amount -

Foundation for Steel structure staging

Quantity-

Rate-

Amount -

4nosx1.10mx1.10mx0.10m=0.484 m3

Quantity-

Rate-

Amount -

Foundation for Solar panel

Quantity-

Rate-

Amount -

1nox1.10mx1.10mx0.10m=0.121m3

Quantity-

Rate-

Amount -

Total=0.605m3

Quantity0.61

Rate-

Amount 4492.36

Quantity-

Rate-

Amount -

(a)Foundation for Steel structure staging

Quantity-

Rate-

Amount -

Footing (BCD-SOR-5.3.1.1)

Quantity-

Rate-

Amount -

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

Quantity0.81

Rate-

Amount 4858.76

Vertical Pedestal (BCD-SOR-5.3.2.1)

Quantity-

Rate-

Amount -

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

Quantity0.34

Rate-

Amount 5810.71

Tie Beam (BCD-SOR-5.3.2.1)

Quantity-

Rate-

Amount -

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

Quantity0.28

Rate-

Amount 5810.71

(b)Foundation for Solar panel

Quantity-

Rate-

Amount -

Footing (BCD-SOR-5.3.1.1)

Quantity-

Rate-

Amount -

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

Quantity0.2

Rate-

Amount 4858.76

Vertical Pedestal SOR-5.3.2.1)

Quantity-

Rate-

Amount -

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

Quantity0.12

Rate-

Amount 5810.71

Quantity-

Rate-

Amount -

BCD-SOR-5.5.5

Quantity-

Rate-

Amount -

(a)Foundation for Steel structure staging

Quantity-

Rate-

Amount -

Footing

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

Vertical Column

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

Beam

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

(b)Foundation for Solar panel

Quantity-

Rate-

Amount -

Footing

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

Vertical Column

Quantity-

Rate-

Amount -

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

Quantity0.1

Rate-

Amount 77259.94

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

Quantity0.1

Rate-

Amount 76041.94

Quantity-

Rate-

Amount -

Sand Lead 15Km

Quantity4.09

Rate-

Amount 304.24

Cement Lead10Km

Quantity2.65

Rate-

Amount 218

Stone Chips Lead15k\Km

Quantity6.96

Rate-

Amount 304.24

Steel Lead 10Km

Quantity0.21

Rate-

Amount 218

Brick Lead15Km

Quantity200

Rate-

Amount 0.76

Construction of galvanized tubular Steel structure staging for (4.5m) HDPE water storage Tank& Solar Panel.

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

(I)MS square Tube

Quantity-

Rate-

Amount -

75mmx75mmx4.80mm thick for

Quantity-

Rate-

Amount -

vertical column(Wt.@9.66kg/m)

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

(II) MS square Tube

Quantity-

Rate-

Amount -

75mmx75mmx4.80mm thick

Quantity-

Rate-

Amount -

support for Top(Wt.@9.66kg/m)

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

(III) Square Tube for Bracing

Quantity-

Rate-

Amount -

40mmx40mmx3.20mm thick.

Quantity-

Rate-

Amount -

(Wt.@3.49kg/m)

Quantity-

Rate-

Amount -

(a)For horizontal support beam

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

(b)For Triangular support Tube.

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

(c)Square Tube

Quantity-

Rate-

Amount -

25mmx25mmx3.20mm thick.

Quantity-

Rate-

Amount -

for triangular (Wt.@1.98kg/m)

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

(Wt.@1.98kg/m)

Quantity-

Rate-

Amount -

(a)Horizontal Beam

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

(b)Vertical Beam

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

(Wt.@1.74kg/m)

Quantity-

Rate-

Amount -

(a)Vertical Column

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

(c)Steps

Quantity-

Rate-

Amount -

squareTube25mmx25mmx3.20thick

Quantity-

Rate-

Amount -

(Wt.@1.98kg/m

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

(VI)M.S. Plate 10mm thick

Quantity-

Rate-

Amount -

(Wt.@78.50kg/sqm)

Quantity-

Rate-

Amount -

(a)Base Plate for column –4x1=4nos

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

Total=12nos

Quantity-

Rate-

Amount -

12nosx0.250mx0.250 =0.75m2

Quantity-

Rate-

Amount -

0.75m2x78.50kg/m2 =58.875kg

Quantity-

Rate-

Amount -

(b)Stiffener plate at Bottom Column

Quantity-

Rate-

Amount -

support(Size-0.225x0.075)x10mm thick

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

=0.27m2x78.50kg/m2 =21.20kg

Quantity-

Rate-

Amount -

(VII) M.S. Plate 6mm thick

Quantity-

Rate-

Amount -

(Wt.@47.10kg/sqm)

Quantity-

Rate-

Amount -

(a)For Horizontal & Diagonal

Quantity-

Rate-

Amount -

Beam connection –4x2=8nos

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

(b)Stiffener plate for Top angular

Quantity-

Rate-

Amount -

support

Quantity1001.76

Rate-

Amount 104.34

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

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

(VIII)M.S. Plate 3mm Thick

Quantity-

Rate-

Amount -

(Wt.@15.70kg/sqm)

Quantity-

Rate-

Amount -

2.1x2.1x0.003x7850 =103.86kg

Quantity-

Rate-

Amount -

(IX) Nut Bolt 16mm dia length 450mm (Wt.@1.112kg each)

Quantity-

Rate-

Amount -

16nosx1.112kg =17.80kg

Quantity-

Rate-

Amount -

(X)Nut Bolts of Various Sizes for fixing

Quantity-

Rate-

Amount -

of structure (Lump sum) =22.00kg

Quantity-

Rate-

Amount -

Total=893.01Kg

Quantity-

Rate-

Amount -

Steel Structure for Solor Panel

Quantity-

Rate-

Amount -

100mmx100mmx4.8mm

Quantity-

Rate-

Amount -

3mx14.60kg/m=43.80kg

Quantity-

Rate-

Amount -

80mmx40mmx3.2mm

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

25 mmx 25mmx6 mm

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

91.5mmx91.5mmx4.5mm

Quantity-

Rate-

Amount -

1.5mx11.88kg/m=17.82kg

Quantity-

Rate-

Amount -

Base Plate

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

Stiffner Plate

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

Nut Bolt

Quantity-

Rate-

Amount -

L.S. 2kg

Quantity-

Rate-

Amount -

Total:- 115.53kg

Quantity-

Rate-

Amount -

Grand Total:- 893.01+ 108.75= 1001.76kg

Quantity-

Rate-

Amount -

Information board for IEC

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

(I)Square Tube

Quantity-

Rate-

Amount -

25mmx25mmx3.2mm thick

Quantity-

Rate-

Amount -

(Wt.@1.98kg/m)

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

(II) Square Tube

Quantity-

Rate-

Amount -

25mmx25mmx3.2mm thick

Quantity-

Rate-

Amount -

(Wt.@1.98kg/m)

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

(Wt.@7.85kg/m2)

Quantity-

Rate-

Amount -

1nosx1.50mx1.20m=1.80m2

Quantity-

Rate-

Amount -

=1.80m2x7.85kgp/m2 =14.13kg

Quantity-

Rate-

Amount -

Total=27.20kg

Quantity-

Rate-

Amount -

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

Quantity27.2

Rate-

Amount 85.14

1nox2.10mx0.60m=1.26m2

Quantity-

Rate-

Amount -

Total=1.26m2

Quantity-

Rate-

Amount -

Brick work in C.M 1:5 mix using 2nd class ground moulded chamber burnt bricks with including cost

Quantity-

Rate-

Amount -

Construction of chamber for 100mm sluices valve

Quantity1.26

Rate-

Amount 2000

Installation of 2000 liters Capacity Water Storage Tank

Quantity-

Rate-

Amount -

Quantity2000

Rate-

Amount 6.2

Transportation Charge

Quantity1

Rate-

Amount 1000

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

Quantity1

Rate-

Amount 50

Making hole in Tank

Quantity4

Rate-

Amount 25

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

Quantity4

Rate-

Amount 158.59

O/M

Quantity-

Rate-

Amount -

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

Quantity1

Rate-

Amount 9000

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

Quantity1

Rate-

Amount 10303.01

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

Quantity1

Rate-

Amount 10921.2

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

Quantity1

Rate-

Amount 11576.47

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

Quantity1

Rate-

Amount 12271.06

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

Quantity5

Rate-

Amount 800

Rising and Distribution Network with House Connection including Platform & Stand post

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

For Rising Main

Quantity-

Rate-

Amount -

50 mm HDPE Pipe-

Quantity-

Rate-

Amount -

65 mm HDPE Pipe-

Quantity-

Rate-

Amount -

Distribution

Quantity-

Rate-

Amount -

63 mm HDPE Pipe-

Quantity-

Rate-

Amount -

50 mm HDPE Pipe-

Quantity-

Rate-

Amount -

32 mm HDPE Pipe-

Quantity-

Rate-

Amount -

20 mm HDPE Pipe-

Quantity-

Rate-

Amount -

Total-

Quantity81.25

Rate-

Amount 138.11

Dismantling plain cement concrete work including stacking serviceable materials in countable stacks within 15 M lead and disposal of unserviceable materials with all leads all complete BCD-5.10.2

Quantity2.25

Rate-

Amount 878.79

Quantity2.25

Rate-

Amount 4858.76

Rising Main

Quantity-

Rate-

Amount -

Manufacture, supply and Delivery of following Nominal dia UPVC column pipes including PVC socket (Coupler),

Quantity-

Rate-

Amount -

65mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:74.5 to 75.2mm wall Thickness End:9mm to 10.7mm, Barrel 9mm to 10.7 mm, Length: 3Mtrs.Rising main

Quantity15

Rate-

Amount 221

50 mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:87.5 to 88.2mm wall Thickness End:9 .8 mm to 11.9mm, Barrel 7.3mm to 9 mm, Length: 3Mtrs. Delivery Pipe

Quantity15

Rate-

Amount 157

Distribution

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

63 mm HDPE Pipe-

Quantity15

Rate-

Amount 148.99

50 mm HDPE Pipe-

Quantity50

Rate-

Amount 93.65

32 mm HDPE Pipe-

Quantity80

Rate-

Amount 38.31

20 mm HDPE Pipe-

Quantity150

Rate-

Amount 23

Providing and fixing Gun Metal Gate valve with C I wheel of approved quality(screwed end).DSR 18.17.5

Quantity-

Rate-

Amount -

50 mm dia .

Quantity1

Rate-

Amount 776.07

65mm dia

Quantity1

Rate-

Amount 1328.66

Quantity1

Rate-

Amount 1036.74

Quantity-

Rate-

Amount -

For Rising

Quantity-

Rate-

Amount -

50 mm HDPE Pipe-

Quantity15

Rate-

Amount 34

65 mm HDPE Pipe-

Quantity15

Rate-

Amount 41

Distribution

Quantity-

Rate-

Amount -

65 mm HDPE Pipe-

Quantity15

Rate-

Amount 41

50 mm HDPE Pipe-

Quantity50

Rate-

Amount 34

32 mm HDPE Pipe-

Quantity80

Rate-

Amount 21

20 mm HDPE Pipe-

Quantity150

Rate-

Amount 11

32mm HDPE

Quantity10

Rate-

Amount 100.1

Quantity10

Rate-

Amount 12.49

Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I. DWSD 3.1.13

Quantity-

Rate-

Amount -

(1) Elbow

Quantity-

Rate-

Amount -

(a) 15 mm dia.

Quantity20

Rate-

Amount 72.77

(2) Reducer Socket -

Quantity-

Rate-

Amount -

(a) 20 x 15 mm dia.

Quantity10

Rate-

Amount 77.25

(3) Nipple -

Quantity-

Rate-

Amount -

(a) 15 mm dia.

Quantity20

Rate-

Amount 71.68

(4) Plain Socket -

Quantity-

Rate-

Amount -

(a) 15 mm dia.

Quantity20

Rate-

Amount 70.59

Quantity10

Rate-

Amount 561.74

Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I. DWSD 3.1.12

Quantity-

Rate-

Amount -

50 mm dia and weight not less than 1.5 Kg.

Quantity1

Rate-

Amount 1370.26

65 mm dia Full way valve

Quantity2

Rate-

Amount 1328.66

Providing and fixing of male ended C.I.Body brass spindle valve and seat Bib cock of approved quality with extra socket all complete as per specification and direction of E/I. DWSD 3.1.5.2

Quantity-

Rate-

Amount -

15 dia and weight not less than 400 Gm

Quantity10

Rate-

Amount 177.21

Quantity-

Rate-

Amount -

Full way valve chamber

Quantity1

Rate-

Amount 1412.9

Quantity-

Rate-

Amount -

1.20 M x 0.90 M size P.C.C. (1:2:4) Rectangular Platform -

Quantity10

Rate-

Amount 1320

Quantity1

Rate-

Amount 2552

Quantity-

Rate-

Amount -

85% of Excavated Qty. -

Quantity-

Rate-

Amount -

Qty. As per item No. -1

Quantity69.06

Rate-

Amount 86.32

Providing fitting & fixing 32 mm to 50 mm service HDPE saddle all complete job, as per approved design, specification and direction of E/I. (As per old model estimate)

Quantity10

Rate-

Amount 54

Chero (Model-1B)

Quantity-

Rate-

Amount -

DEEP DRILLED TUBE WELL OF 125/115 MM DIA, 60 MTRS WITH INSTALLATION OF INDIA MARK II (IS:15500 Part-2/2004) HAND PUMP.

Quantity-

Rate-

Amount -

A. Drilling Portion

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

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

Quantity30

Rate-

Amount 451

(b) Beyond 30mtr. In Rural Areas

Quantity30

Rate-

Amount 485.67

Quantity15

Rate-

Amount 12.38

Quantity1

Rate-

Amount 155.21

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

Quantity0.5

Rate-

Amount 3140.17

Quantity1

Rate-

Amount 123.2

B. Civil Portion

Quantity-

Rate-

Amount -

Supplying all tools, equipment, labours and lowering 32 mm dia G.I. (Medium) pipe in DT in 3 mtr. Length all complete job as per direction of E/I. Including carriage of materials.

Quantity24

Rate-

Amount 14.74

Supplying all tools, Labour for fitting and fixing deep well cylinder with necessary connecting rod all complete job as per specification & direction of E/I.

Quantity1

Rate-

Amount 182.97

Supplying all materials, labours for fitting and fixing of India Mark II Hand Pump with all accessories all job complete as per direction of E/I. Including carriage of materials.

Quantity1

Rate-

Amount 139.15

Quantity1

Rate-

Amount 6945.4

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

Quantity3

Rate-

Amount 429

Quantity1

Rate-

Amount 500

C. COST OF MATERIALS

Quantity-

Rate-

Amount -

Quantity1

Rate-

Amount 9500.7

Cost of 32 mm dia GI pipe (Medium) 3 Mtrs long screwed at both ends with seamless socket as per IS:1239(Part 1990).

Quantity24

Rate-

Amount 275

Cost of 125 mm dia blue UPVC Casing Pipe as per I.S.12818/2016 CML no.- 5543459

Quantity15

Rate-

Amount 457.49

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

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

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.

Quantity-

Rate-

Amount -

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.

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

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)

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

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)

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

xiv) With third party inspection before dispatch.

Quantity-

Rate-

Amount -

xv) Fitting, fixing & mounting on water tank steel structure.

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

a) Name of the Manufacturer or Distinctive Logo.

Quantity-

Rate-

Amount -

b) Model Number.

Quantity-

Rate-

Amount -

c) Serial Number.

Quantity-

Rate-

Amount -

Solar submersible motor pump (SPV DC Type)

Quantity-

Rate-

Amount -

Quantity1

Rate-

Amount 119000

Quantity1

Rate-

Amount 1865

Quantity1

Rate-

Amount 677.23

Provision of solar night lamp.

Quantity1

Rate-

Amount 1000

Construction of RCC Foundation for Steel structure staging & Solar Panel.

Quantity-

Rate-

Amount -

Quantity8.76

Rate-

Amount 153.84

Quantity0.52

Rate-

Amount 415.58

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

Quantity6.05

Rate-

Amount 329.83

Providing nominal mix PCC of (1:4:8) 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

Quantity0.75

Rate-

Amount 4492.36

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.2.5 to 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.

Quantity-

Rate-

Amount -

(a) Foundation for Steel structure staging

Quantity-

Rate-

Amount -

Footing and Vertical Pedestal Raft

Quantity2.36

Rate-

Amount 4858.76

Column

Quantity0.74

Rate-

Amount 5810.71

Tie Beam

Quantity0.39

Rate-

Amount 5810.71

(b) Foundation for Solar panel

Quantity-

Rate-

Amount -

Footing

Quantity0.2

Rate-

Amount 4858.76

Vertical Pedestal

Quantity0.12

Rate-

Amount 5810.71

Quantity-

Rate-

Amount -

(a) Foundation for Steel structure staging

Quantity0.36

Rate-

Amount 77259.94

Quantity-

Rate-

Amount -

Cement Lead 20 Km (avg.)

Quantity1.7

Rate-

Amount 436

Sand Lead 20 Km (avg.)

Quantity2.62

Rate-

Amount 406.24

Stone Chips Lead 20 Km (avg.)

Quantity4

Rate-

Amount 406.24

Steel Reinforcement Lead 20 Km (avg.)

Quantity0.36

Rate-

Amount 436

Bricks Lead 20 Km (avg.)

Quantity196

Rate-

Amount 1.01

Construction of Galvanized tubular Steel (91.5 x 91.5 x 4.8mm) structure staging (6 mtr.) for HDPE water storage Tank & Solar Panel.

Quantity-

Rate-

Amount -

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.

Quantity1391.06

Rate-

Amount 104.34

HARDWARE (L.S.)

Quantity147.58

Rate-

Amount 104.34

Information board for IEC

Quantity-

Rate-

Amount -

Quantity27.2

Rate-

Amount 85.14

Installation of 5000 liters Capacity Water Storage Tank

Quantity-

Rate-

Amount -

Quantity5000

Rate-

Amount 6.2

Transportation Charge

Quantity1

Rate-

Amount 1000

Lifting of 5000 Litrs Capacity Tank up to 4.00m height with lifting tools with rope and labour

Quantity1

Rate-

Amount 500

Making hole in Tank

Quantity4

Rate-

Amount 25

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

Quantity4

Rate-

Amount 158.59

Rising and Distribution Network with House Connection up to 13 Nos. including Platform & Stand post

Quantity-

Rate-

Amount -

Quantity161.25

Rate-

Amount 152.45

Dismantling plain cement concrete work including stacking serviceable materials in countable stacks within 15 M lead and disposal of unserviceable materials with all leads all complete

Quantity3.75

Rate-

Amount 878.79

Quantity3.75

Rate-

Amount 4492.36

Rising Main

Quantity-

Rate-

Amount -

Manufacture, supply and Delivery of following Nominal dia UPVC column pipes including PVC socket (Coupler),

Quantity-

Rate-

Amount -

65mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:74.5 to 75.2mm wall Thickness End:9mm to 10.7mm, Barrel 9mm to 10.7 mm, Length: 3Mtrs.Rising main

Quantity15

Rate-

Amount 221

50 mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:87.5 to 88.2mm wall Thickness End:9 .8 mm to 11.9mm, Barrel 7.3mm to 9 mm, Length: 3Mtrs. Delivery Pipe

Quantity15

Rate-

Amount 157

Distribution

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

63 mm HDPE Pipe

Quantity15

Rate-

Amount 148.99

50 mm HDPE Pipe

Quantity100

Rate-

Amount 93.65

32 mm HDPE Pipe

Quantity200

Rate-

Amount 38.31

20 mm HDPE Pipe

Quantity300

Rate-

Amount 23

Providing and fixing Gun Metal Gate valve with C I wheel of approved quality(screwed end).

Quantity-

Rate-

Amount -

50mm dia

Quantity1

Rate-

Amount 776.07

65mm dia

Quantity1

Rate-

Amount 1328.66

Quantity1

Rate-

Amount 1850.02

Quantity-

Rate-

Amount -

For Rising

Quantity-

Rate-

Amount -

50 mm HDPE Pipe

Quantity15

Rate-

Amount 34

65 mm HDPE Pipe

Quantity15

Rate-

Amount 41

Distribution

Quantity-

Rate-

Amount -

65 mm HDPE Pipe

Quantity15

Rate-

Amount 41

50 mm HDPE Pipe

Quantity100

Rate-

Amount 34

32 mm HDPE Pipe

Quantity200

Rate-

Amount 21

20 mm HDPE Pipe

Quantity300

Rate-

Amount 11

Providing 15 mm dia. G.I. pipe Tata or equivalent make as per IS 1239 (Part 1/2004) ISI Mark /medium quality in Stand Post.

Quantity20

Rate-

Amount 100.1

Quantity20

Rate-

Amount 12.49

Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I.

Quantity-

Rate-

Amount -

Elbow 15 mm dia.

Quantity40

Rate-

Amount 72.77

Reducer Socket 20x15 mm dia.

Quantity20

Rate-

Amount 77.25

Nipple 15 mm dia.

Quantity40

Rate-

Amount 71.68

Plain Socket 15 mm dia.

Quantity40

Rate-

Amount 70.59

Quantity20

Rate-

Amount 561.74

Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I.

Quantity-

Rate-

Amount -

50 mm dia and weight not less than 1.5 Kg.

Quantity1

Rate-

Amount 1370.36

65 mm dia Full way valve

Quantity2

Rate-

Amount 1228.66

Providing and fixing of male ended C.I.Body brass spindle valve and seat Bib cock of approved quality with extra socket all complete as per specification and direction of E/I.

Quantity-

Rate-

Amount -

15 dia and weight not less than 400 Gm

Quantity20

Rate-

Amount 177.21

Quantity1

Rate-

Amount 1582.45

Quantity20

Rate-

Amount 1320

Quantity1

Rate-

Amount 2552

Quantity137.06

Rate-

Amount 86.32

Providing fitting & fixing 32 mm to 50 mm service HDPE saddle all complete job, as per approved design, specification and direction of E/I.

Quantity20

Rate-

Amount 54

Galvanised Chain-line mess Fencing around Solar Panel where bore well is away from tower

Quantity-

Rate-

Amount -

Making 30 cm (12") dia bore up to 4M below ground with hand auger of approved quality in ordinary soil (vide classification of soil item-A) true to plum and without eccentricity in any stage of operation and disposal of the exacavated earth up to 50m lead including all lifts all complete as per approved design and direction of E/I.

Quantity12

Rate-

Amount 190.8

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

Quantity0.85

Rate-

Amount 4492.36

Labour cost of fitting and fixing Galvanised chain-link mess up height of 2 M including cost of staples (but excluding the cost of cement concete angle iron posts, its cutting and making holes, nuts and bolts) all complete as per specification and direction of E/I.

Quantity16

Rate-

Amount 51

Drilling 6mm dia holes in M.S Angle iron for fixing of stables etc. as per building specification and direction of E/I.

Quantity48

Rate-

Amount 8.3

Labour cost cutting of M.S Angle iron posts to required length, one end splitted as fish tailed in a length of 150mm complete as per building sepcification and direction of E/I.

Quantity8

Rate-

Amount 25.92

Supplying, fitting and fixing straining bolts with nut size 22cm*10mm dia tighten the barbed wire with corner post complete as per building specification and direction of E/I.

Quantity48

Rate-

Amount 8.21

Supplying, fitting and fixing Galvanised chain -link mess having 3mm thick wire cell type 40 x 40 mm fitted on M.S. angle frame with two diagonals having 25x25x5mm size angle including cost of fabrication, providing necessary bocking arrangement with haskal and domny duly fixed in angle post, applying a priming red lead paint over steel work, taxes excluding the cost of Galvanised chain-link mess all complete.

Quantity23.5

Rate-

Amount 90.86

Cost of Galvanised chain-link mess having 3 mm thick wire cell type 40x40 mm not less than 3.1 kg/Sqm

Quantity50

Rate-

Amount 74.35

Cost of 50 x50 x6 mm M.S angle

Quantity100

Rate-

Amount 50.6

Quantity-

Rate-

Amount -

Cement Lead 20 Km (avg.)

Quantity0.28

Rate-

Amount 436

Sand Lead 20 Km (avg.)

Quantity0.38

Rate-

Amount 406.24

Stone Chips Lead 20 Km (avg.)

Quantity0.76

Rate-

Amount 406.24

Steel ReinforCement Lead 20 Km (avg.)

Quantity0.18

Rate-

Amount 436

Annual Operation & Maintenance cost based on Existing D/T Well with solar motor pump for 5 years.

Quantity-

Rate-

Amount -

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

Quantity1

Rate-

Amount 9000

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

Quantity1

Rate-

Amount 9983.18

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

Quantity1

Rate-

Amount 10582.18

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

Quantity1

Rate-

Amount 11217.11

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

Quantity1

Rate-

Amount 11890.13

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

Quantity5

Rate-

Amount 800

Oraon Tola (Model-1B)

Quantity-

Rate-

Amount -

DEEP DRILLED TUBE WELL OF 125/115 MM DIA, 60 MTRS WITH INSTALLATION OF INDIA MARK II (IS:15500 Part-2/2004) HAND PUMP.

Quantity-

Rate-

Amount -

A. Drilling Portion

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

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

Quantity30

Rate-

Amount 451

(b) Beyond 30mtr. In Rural Areas

Quantity30

Rate-

Amount 485.67

Quantity15

Rate-

Amount 12.38

Quantity1

Rate-

Amount 155.21

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

Quantity0.5

Rate-

Amount 3140.17

Quantity1

Rate-

Amount 123.2

B. Civil Portion

Quantity-

Rate-

Amount -

Supplying all tools, equipment, labours and lowering 32 mm dia G.I. (Medium) pipe in DT in 3 mtr. Length all complete job as per direction of E/I. Including carriage of materials.

Quantity24

Rate-

Amount 14.74

Supplying all tools, Labour for fitting and fixing deep well cylinder with necessary connecting rod all complete job as per specification & direction of E/I.

Quantity1

Rate-

Amount 182.97

Supplying all materials, labours for fitting and fixing of India Mark II Hand Pump with all accessories all job complete as per direction of E/I. Including carriage of materials.

Quantity1

Rate-

Amount 139.15

Quantity1

Rate-

Amount 6945.4

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

Quantity3

Rate-

Amount 429

Quantity1

Rate-

Amount 500

C. COST OF MATERIALS

Quantity-

Rate-

Amount -

Quantity1

Rate-

Amount 9500.7

Cost of 32 mm dia GI pipe (Medium) 3 Mtrs long screwed at both ends with seamless socket as per IS:1239(Part 1990).

Quantity24

Rate-

Amount 275

Cost of 125 mm dia blue UPVC Casing Pipe as per I.S.12818/2016 CML no.- 5543459

Quantity15

Rate-

Amount 457.49

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

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

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.

Quantity-

Rate-

Amount -

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.

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

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)

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

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)

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

xiv) With third party inspection before dispatch.

Quantity-

Rate-

Amount -

xv) Fitting, fixing & mounting on water tank steel structure.

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

a) Name of the Manufacturer or Distinctive Logo.

Quantity-

Rate-

Amount -

b) Model Number.

Quantity-

Rate-

Amount -

c) Serial Number.

Quantity-

Rate-

Amount -

Solar submersible motor pump (SPV DC Type)

Quantity-

Rate-

Amount -

Quantity1

Rate-

Amount 119000

Quantity1

Rate-

Amount 1865

Quantity1

Rate-

Amount 677.23

Provision of solar night lamp.

Quantity1

Rate-

Amount 1000

Construction of RCC Foundation for Steel structure staging & Solar Panel.

Quantity-

Rate-

Amount -

Quantity8.76

Rate-

Amount 153.84

Quantity0.52

Rate-

Amount 415.58

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

Quantity6.05

Rate-

Amount 329.83

Quantity0.75

Rate-

Amount 4492.36

Quantity-

Rate-

Amount -

(a) Foundation for Steel structure staging

Quantity-

Rate-

Amount -

Footing and Vertical Pedestal Raft

Quantity2.36

Rate-

Amount 4858.76

Column

Quantity0.74

Rate-

Amount 5810.71

Tie Beam

Quantity0.39

Rate-

Amount 5810.71

(b) Foundation for Solar panel

Quantity-

Rate-

Amount -

Footing

Quantity0.2

Rate-

Amount 4858.76

Vertical Pedestal

Quantity0.12

Rate-

Amount 5810.71

Quantity-

Rate-

Amount -

(a) Foundation for Steel structure staging

Quantity0.36

Rate-

Amount 77259.94

Quantity-

Rate-

Amount -

Cement Lead 20 Km (avg.)

Quantity1.7

Rate-

Amount 436

Sand Lead 20 Km (avg.)

Quantity2.62

Rate-

Amount 406.24

Stone Chips Lead 20 Km (avg.)

Quantity4

Rate-

Amount 406.24

Steel Reinforcement Lead 20 Km (avg.)

Quantity0.36

Rate-

Amount 436

Bricks Lead 20 Km (avg.)

Quantity196

Rate-

Amount 1.01

Construction of Galvanized tubular Steel (91.5 x 91.5 x 4.8mm) structure staging (6 mtr.) for HDPE water storage Tank & Solar Panel.

Quantity-

Rate-

Amount -

Quantity1391.06

Rate-

Amount 104.34

HARDWARE (L.S.)

Quantity147.58

Rate-

Amount 104.34

Information board for IEC

Quantity-

Rate-

Amount -

Quantity27.2

Rate-

Amount 85.14

Installation of 5000 liters Capacity Water Storage Tank

Quantity-

Rate-

Amount -

Quantity5000

Rate-

Amount 6.2

Transportation Charge

Quantity1

Rate-

Amount 1000

Lifting of 5000 Litrs Capacity Tank up to 4.00m height with lifting tools with rope and labour

Quantity1

Rate-

Amount 500

Making hole in Tank

Quantity4

Rate-

Amount 25

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

Quantity4

Rate-

Amount 158.59

Rising and Distribution Network with House Connection up to 13 Nos. including Platform & Stand post

Quantity-

Rate-

Amount -

Quantity161.25

Rate-

Amount 152.45

Dismantling plain cement concrete work including stacking serviceable materials in countable stacks within 15 M lead and disposal of unserviceable materials with all leads all complete

Quantity3.75

Rate-

Amount 878.79

Quantity3.75

Rate-

Amount 4492.36

Rising Main

Quantity-

Rate-

Amount -

Manufacture, supply and Delivery of following Nominal dia UPVC column pipes including PVC socket (Coupler),

Quantity-

Rate-

Amount -

65mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:74.5 to 75.2mm wall Thickness End:9mm to 10.7mm, Barrel 9mm to 10.7 mm, Length: 3Mtrs.Rising main

Quantity15

Rate-

Amount 221

50 mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:87.5 to 88.2mm wall Thickness End:9 .8 mm to 11.9mm, Barrel 7.3mm to 9 mm, Length: 3Mtrs. Delivery Pipe

Quantity15

Rate-

Amount 157

Distribution

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

63 mm HDPE Pipe

Quantity15

Rate-

Amount 148.99

50 mm HDPE Pipe

Quantity100

Rate-

Amount 93.65

32 mm HDPE Pipe

Quantity200

Rate-

Amount 38.31

20 mm HDPE Pipe

Quantity300

Rate-

Amount 23

Providing and fixing Gun Metal Gate valve with C I wheel of approved quality(screwed end).

Quantity-

Rate-

Amount -

50mm dia

Quantity1

Rate-

Amount 776.07

65mm dia

Quantity1

Rate-

Amount 1328.66

Quantity1

Rate-

Amount 1850.02

Quantity-

Rate-

Amount -

For Rising

Quantity-

Rate-

Amount -

50 mm HDPE Pipe

Quantity15

Rate-

Amount 34

65 mm HDPE Pipe

Quantity15

Rate-

Amount 41

Distribution

Quantity-

Rate-

Amount -

65 mm HDPE Pipe

Quantity15

Rate-

Amount 41

50 mm HDPE Pipe

Quantity100

Rate-

Amount 34

32 mm HDPE Pipe

Quantity200

Rate-

Amount 21

20 mm HDPE Pipe

Quantity300

Rate-

Amount 11

Providing 15 mm dia. G.I. pipe Tata or equivalent make as per IS 1239 (Part 1/2004) ISI Mark /medium quality in Stand Post.

Quantity20

Rate-

Amount 100.1

Quantity20

Rate-

Amount 12.49

Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I.

Quantity-

Rate-

Amount -

Elbow 15 mm dia.

Quantity40

Rate-

Amount 72.77

Reducer Socket 20x15 mm dia.

Quantity20

Rate-

Amount 77.25

Nipple 15 mm dia.

Quantity40

Rate-

Amount 71.68

Plain Socket 15 mm dia.

Quantity40

Rate-

Amount 70.59

Quantity20

Rate-

Amount 561.74

Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I.

Quantity-

Rate-

Amount -

50 mm dia and weight not less than 1.5 Kg.

Quantity1

Rate-

Amount 1370.36

65 mm dia Full way valve

Quantity2

Rate-

Amount 1228.66

Providing and fixing of male ended C.I.Body brass spindle valve and seat Bib cock of approved quality with extra socket all complete as per specification and direction of E/I.

Quantity-

Rate-

Amount -

15 dia and weight not less than 400 Gm

Quantity20

Rate-

Amount 177.21

Quantity1

Rate-

Amount 1582.45

Quantity20

Rate-

Amount 1320

Quantity1

Rate-

Amount 2552

Quantity137.06

Rate-

Amount 86.32

Providing fitting & fixing 32 mm to 50 mm service HDPE saddle all complete job, as per approved design, specification and direction of E/I.

Quantity20

Rate-

Amount 54

Galvanised Chain-line mess Fencing around Solar Panel where bore well is away from tower

Quantity-

Rate-

Amount -

Quantity12

Rate-

Amount 190.8

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

Quantity0.85

Rate-

Amount 4492.36

Quantity16

Rate-

Amount 51

Drilling 6mm dia holes in M.S Angle iron for fixing of stables etc. as per building specification and direction of E/I.

Quantity48

Rate-

Amount 8.3

Labour cost cutting of M.S Angle iron posts to required length, one end splitted as fish tailed in a length of 150mm complete as per building sepcification and direction of E/I.

Quantity8

Rate-

Amount 25.92

Supplying, fitting and fixing straining bolts with nut size 22cm*10mm dia tighten the barbed wire with corner post complete as per building specification and direction of E/I.

Quantity48

Rate-

Amount 8.21

Quantity23.5

Rate-

Amount 90.86

Cost of Galvanised chain-link mess having 3 mm thick wire cell type 40x40 mm not less than 3.1 kg/Sqm

Quantity50

Rate-

Amount 74.35

Cost of 50 x50 x6 mm M.S angle

Quantity100

Rate-

Amount 50.6

Quantity-

Rate-

Amount -

Cement Lead 20 Km (avg.)

Quantity0.28

Rate-

Amount 436

Sand Lead 20 Km (avg.)

Quantity0.38

Rate-

Amount 406.24

Stone Chips Lead 20 Km (avg.)

Quantity0.76

Rate-

Amount 406.24

Steel ReinforCement Lead 20 Km (avg.)

Quantity0.18

Rate-

Amount 436

Annual Operation & Maintenance cost based on Existing D/T Well with solar motor pump for 5 years.

Quantity-

Rate-

Amount -

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

Quantity1

Rate-

Amount 9000

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

Quantity1

Rate-

Amount 9983.18

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

Quantity1

Rate-

Amount 10582.18

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

Quantity1

Rate-

Amount 11217.11

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

Quantity1

Rate-

Amount 11890.13

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

Quantity5

Rate-

Amount 800

Add 12% GST.

Quantity1

Rate-

Amount 229756.66

Add 1% Labour Cess

Quantity1

Rate-

Amount 40067.55

1389 More

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