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| 1 | Drilling Portion (HYDT):-Cost towards drilling of 200mm x 165mm x 225 meter deep bore well in all kinds of soil and rock in rural or any other area for installation of pump set with Hydraulic DTH Rig Machine all complete including supplying all materials, tools drilling rig and air compressor and equipments as well as fuel, lubricants and cost of transportation of Rig machine and other vehicles up to the site including cost of flushing charge, Geological investigation etc. all complete.(i) From 0-50 meter |
| 2 | (ii) From 51-225 meter onwards |
| 3 | Supplying all tools, tackles & lowering of 200mm dis. MS ERW Casing pipe of 6mm wall thickness including welding charges, cost of pipe etc. includingall taxes, GST, excise duty, freight charges with inspection charges etc. as applicable all complete job. |
| 4 | Supplying all materials labors, tools & equipments for fitting & fixing 200mm dia MS cap over pipe complete job. |
| 5 | Construction of HYDT Protection ChmberEarth work in excavation in foundation isolated footing trenches in hard soil (Class B) and disposal of excavated earth as obtained to a distance of 50mtr. Including all lift, leveling. Ramming the foundation trenches. Removing roots of trees, shrubs all complete as per specification of E/I |
| 6 | Providing coarse clean sand in filling in foundation trenches and in plinth including ramming and watering in layers not exceeding 150mm thick with all lead and lift including cost of materials labours royalty and taxes all complete as per building specification and direction of E/I. |
| 7 | Providing P.C.C M-200 (1:1.5:3) in foundation with approved quality of stone metal grade clean coarse sand of F.M (2.5 to 3) including screening mixing cement concrete in mixer and placing in position vibration, curing taxes & royalty all complete as per building specification and direction of E/I. |
| 8 | Providing designation 75B brick work in C.M (1:6) in super structure with approved quality of clean coarse sand of F.M (2 to 2.5) including providing 10mm Thick mortar joint cost of screening scaffolding racking out joint to 15mm depth. Curing taxes of royalty all complete as per building specification and direction of E/I |
| 9 | Providing RCC (M200) with nominal mix of (1:1½:3) band at lintel level with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M(2.5 to3) including curing shuttering mixing cement concrete in mixer and placing in position vibrating striking curing taxes and royalty all complete as per building specification and direction of E/I |
| 10 | Providing 12mm cement plaster (1:6) with approved quality of clean coarsesand of F.M 1.5 including screeningcuring with all leads & lift of waterscaffolding taxes & royaltyall complete as per building specification and direction of E/I |
| 11 | Construction RCC Foundation for Steel Structure Staging & Solar PanelProviding PCC M-150 in nominal mix of (1:2:4) in foundationwith 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(Size 8m x 0.3m x 0.3m=0.72m3) |
| 12 | Cost for Supply making and fitting of steel structure for mounting of solar plate and jamming with foundation with foundation bolts-16Nos. Suitable for solar panel. |
| 13 | Carriage of materials from different sources or departmental stores and to work site |
| 14 | Solar Photovoltaic (SPV) Solar Submersible D.C. Water Motor PumpDesigning, Supplying, Installation, Testing & Commissioning with all tools & Parts of following Solar Photovoltaic (SPV) Solar Submersible D.C. Water Motor Pump Suitable for minimum 125mm x 115mm bore well as per MNRE Guideline with following specifications & accessories.SPV arrays contains specified No of same capacity type & specification modules connected to series or parallel to obtained the required voltage & current the power output of individual PVmodules should be minimum 200 watt peak. i) The SPV modules should be as per IEC-61215 and IEC 61730 part 1.0) ii) All external parts of motor pump used in submersible pump which are in contact of water is stainless steel grade 303 or higher as required. iii) The PV modules shouldbe mounted on metallic structure of adequate strength and appropriate design which can withstand load of modules & High wind pressure up to 200Km/h. iv) The module mounting structure should be hot dip galvanized according to IS 4759. v) To enhance the performance of SPV water pumping system & arrangement for seasonal tilt angle Adjustment should be providedvi) Necessary arrangement should be provided in controller automatic start-run-stop through out the day with water level detection system. (As per MNRE Specification) vii) Necessary protection such as lightening arrestor etc. should be provided to protect the controller & SPV viii) The suction pipe shall be G.I/UPVC / H.D.P.E. pipes of appropriate size 60m or more as required minimum pressure rating of 8kg/Sq cm- PE 100 grade for pump up to 3HP & 10 Kg/Sq cm- PE 100 grade for 5 HP. ix) All cable used shall be as per IS 694. Suitable size of cable shall be used in sufficient length for inter connection between the SPV array to SPV controller and SPV controller to solar power pump. Provision of cable shall be as per IS 14536. x) The motor pump set should have a 5 years warranty.xi) Control panel suitable for motor pump with arrangement of dry run & over flow protection sensor, float switch & rain prevention box. (As per MNRE Specification)xii) The SPV controller must have IP-65 protection or must be housed in cabinet having at least IP-65 protection. xiii) The system should be as per MNRE guide line & Eco-friendly with suitable arrangement to operate new pump manually.xiv) Fitting, fixing & mounting on water tank steel structure. xvi) 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. The following details should be marked indelibly on the motor pump seta) Name of the Manufacturer or Distinctive Logo.b) Model Number.c) Serial Number. Solar submersible motor pump (SPV DC Type) i) 1 HP (DC Pump) with 900 WP minimum watt P.V. Panel as MNRE pump head Max Shut-off head up to 120 mtrs. For higher or lower head or in between various modules output could be decided on prorates basis. (As per latest guide line of MNRE) |
| 15 | Carrying out recuperation/Yield Test for ascertaining the discharge of constructed well/ excavated profile as directed by the IEC. The testout 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. |
| 16 | Provision of solar night lamp. |
| 17 | Cost for supplying and fitting ofGI Clamp-2 Pair . |
| 18 | Cost for Supplyand laying of Nylon rope 5/8\" dia from pump to tube well cover. |
| 19 | Analysis of Installation of 2000 Liters Capacity Water Storage Tank.Providing and fixing HDPE container Syntex or alike one piecemolded water tank made out of low density polythyler andbuilt corrugation including of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overflow of all tanks capacity 2000.00 litres Capacity Water storage Tank. [ Tanks capacity 2000 ltr x 5 = 10000 ltr] |
| 20 | Transportation Charge |
| 21 | Lifting of 2000 Litrs Capacity Tank up to 4.5m height with lifting tools with rope and labour |
| 22 | Making hole in Tank |
| 23 | Making long screw in G.I. pipe including supplying and fitting jam nuts and extra socket etc. |
| 24 | Cost for supply and laying of distribution pipe line & fittings (GI /UPVC) withall labour tools and tackles32 mm dia Pipe medium quality |
| 25 | 50 mm dia Socket |
| 26 | 32 mm diaElbow |
| 27 | Reducing Socket 32 mm x15 mm dia |
| 28 | 32 mm dia GITee |
| 29 | 15 mm diaPipe medium quality |
| 30 | 15 mm dia GISocket |
| 31 | 15 mm dia GI Elbow |
| 32 | 15 mm dia Brass Tap |
| 33 | Labour charge for cutting of pipe in required length and making connection as per instruction of E/I (10% of material cost i.e. 38107.00 x 10%=3811.00) |
| 34 | Cost for breaking of 250mm thick boundary wall for passing of Rig Machine and reconstruction of wall with supply and fitting of Bricks-1200 Nos. Cement, sand including labour charges and plastering the same with carriage and labour charges. |
