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| 1 | Provision of 1 H.P. D.C. SolarMotor Pump Complete Set |
| 2 | 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. |
| 3 | 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 PVmodules should be minimum 200 watt peak. |
| 4 | i) The SPV modules should be as per IEC-61215 and IEC 61730 part 1.0) |
| 5 | 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. |
| 6 | iii) The PV modules shouldbe mounted on metallic structure of adequate strength and appropriate design which can withstand load of modules & High wind pressure up to 200Km/h. |
| 7 | iv) The module mounting structure should be hot dip galvanized according to IS 4759. |
| 8 | v) To enhance the performance of SPV water pumping system & arrangement for seasonal tilt angle Adjustment should be provided |
| 9 | 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) |
| 10 | vii) Necessary protection such as lightening arrestor etc. should be provided to protect the controller & SPV |
| 11 | 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. |
| 12 | 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. |
| 13 | x) The motor pump set should have a 5 years warranty. |
| 14 | 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) |
| 15 | xii) The SPV controller must have IP-65 protection or must be housed in cabinet having at least IP-65 protection. |
| 16 | xiii) The system should be as per MNRE guide line & Eco-friendly with suitable arrangement to operate new pump manually. |
| 17 | xiv) With third party inspection before dispatch. |
| 18 | xv) Provision for web basedremote 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 downtime of the pump during the year, number of days the pump was unused or under breakdown repairs. |
| 19 | The following details should be marked indelibly on the motor pump set |
| 20 | a) Name of the Manufacturer or Distinctive Logo. |
| 21 | b) Model Number. |
| 22 | c) Serial Number. |
| 23 | Solar submersible motor pump (SPV DC Type) |
| 24 | 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) |
| 25 | Name of Work :- Construction of 1.2 m x 1.2 m PCC Platform with average 125 mm Dia and0.90 m highstand post |
| 26 | Earthwork in excavationin foundation trenches in ordinary soil (videclassification of soil item B) and disposal of excavated earth as obtainedto adistanceupto 50 M. including all lifts, levelling ,rammingthe foundationtrenches,removing roots of trees, shurbsall complete as per approved design,building specification and direction of E/I. |
| 27 | 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) |
| 28 | Providing designation 75 Bone brick flat soling jointsfilled with local sand including cost of watering,taxes royalty all complete as per building specification anddirection of E/I. |
| 29 | Providing P.C.C.M15 with nominal mix of (1:2:4) in foundation with approved quality of stone metal grade-III (50 mm to25mm size)clean coarse sand of F.M. 2.5 to 3including screening, shuttering,mixing cement concrete in mixer and placing in position,vibrating,striking,curing taxes and royalty all complete. as per buildingspecification and direction of E/I. |
| 30 | Providing 12 mm thick cement plaster(1:4) with clean coarse sand of FM1.5including screening,curing,with all leads and lifts of water,scaffolding,taxes and royalty all complete as per specification and direction of E/I. |
| 31 | Providing 1.5 mm thick cement punning including screening, curing,with all leads and lifts of water, scaffolding, royalty all complete as per specification and direction of E/I. |
| 32 | Supplying, fitting and fixing following pipes, fittings, bib cocks confirming relevant IS specifications including cost of all materials, labours etc all complete job as per standard specifications and direction of E/I. |
| 33 | (i)) 15 mm dia GI Pipe (Medium) (Wall) |
| 34 | (ii) 15 mm dia GI elbow |
| 35 | (iii) 15 mm dia GI nipple |
| 36 | (iv)15 mm dia GI socket |
| 37 | (v) 15 mm dia brass bib cock(weight not less than 400gms) |
| 38 | Providing and supplying High Density Polyethylene pipe (HDPE pipe) of 20 mm to 225 mm OD and pressure 10 Kg/cm2 suitable for water supply which is available in all standard conforming to ISI -- 4984/14151/12786/13488,ISO 4427 , DIN-8074materials rates are Ex-factory including transportation, taxes and duties. PE-80 , PN- 1050 mm dia HDPE pipe |
| 39 | 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.(Assuming 10%) |
| 40 | Cement-20 Km |
| 41 | Sand- 15 Km |
| 42 | Stone Chips - 20 Km |
| 43 | Bricks - 10 Km |
| 44 | Repairing work of Pump House Cum Tank having 4000 Litre 5 M Staging |
| 45 | Dismantling old plaster and pointing in cement or lime and raking out joints to 15 mm depth,watering and disposal of unserviceable materials with all leads all complete as per specification and direction of E/I. |
| 46 | 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.Tank portion = 8.247 M2 |
| 47 | Providing 12 mm thick cement plaster(1:6) with clean coarse sand of FM 1.5 including screening , curing with all leads & lifts of water , scaffholding taxes and royalty all complete as per building specification & direction of E/I.Remaining portion = 9.58+1.37 = 10.95 M2 |
| 48 | 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. |
| 49 | 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.-3 time of snowcem. |
| 50 | Scaffolding for all height including bomboo, narial rope, stay plate etc with security arrangement Lump Sump |
| 51 | Add 18 % GST |
| 52 | Adding Labour Cess @ 1% |
