|
| 1 | MODEL-1BWITH SOURCEConstruction of 200mm x165mm x320.00 M Deep High Yield Drilled Tube Well |
| 2 | HYDT :Cost of drilling 200mmX165mmX 320 Mtr deep bore well in all kinds of soil and rock in rural area for installation of pump bore set with Hydraulic DTH Rig machine, all complete including supplying all materials, tools, drilling rig, Air Compressor and equipments, as well as fuel, lubricants and cost of transportation of Rig machine and other vehicles up to the site. |
| 3 | (a) 0.00m Up to 50.00m depth below G.L. In Rural Areas (DWSD 119) |
| 4 | (b) Above 50.00 m depth. In Rural Areas |
| 5 | Supplying all tools, tackles & lowering of 200 mm dia MS ERW casing pipe of 6mm wall thickness including welding charges, cost of pipe etc. all complete job. (DWSD Item 120) |
| 6 | Supplying all materials, labour, tools & equipments for fitting & fixing 200mm dia MS cap over casing pipe complete job. (DWSD Item 120 B) |
| 7 | Solar Photovoltaic (SPV) Solar Submersible D.C. Water Motor Pump |
| 8 | 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. |
| 9 | 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. |
| 10 | i) The SPV modules should be as per IEC-61215 and IEC 61730 part 1.0) |
| 11 | 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. |
| 12 | 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. |
| 13 | iv) The module mounting structure should be hot dip galvanized according to IS 4759. |
| 14 | v) To enhance the performance of SPV water pumping system & arrangement for seasonal tilt angle Adjustment should be provided |
| 15 | 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) |
| 16 | vii) Necessary protection such as lightening arrestor etc. should be provided to protect the controller & SPV |
| 17 | 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. |
| 18 | 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. |
| 19 | x) The motor pump set should have a 5 years warranty. |
| 20 | 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) |
| 21 | xii) The SPV controller must have IP-65 protection or must be housed in cabinet having at least IP-65 protection. |
| 22 | xiii) The system should be as per MNRE guide line & Eco-friendly with suitable arrangement to operate new pump manually. |
| 23 | xiv) With third party inspection before dispatch. |
| 24 | xv) Fitting, fixing & mounting on water tank steel structure. |
| 25 | 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. |
| 26 | The following details should be marked indelibly on the motor pump set |
| 27 | a) Name of the Manufacturer or Distinctive Logo. |
| 28 | b) Model Number. |
| 29 | c) Serial Number. |
| 30 | Solar submersible motor pump (SPV DC Type) |
| 31 | i) 2 HP (DC Pump) with 1800 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) |
| 32 | Provision of Solar Night Lamp. |
| 33 | Construction RCC Foundation for Steel StructureStaging& Solar Panel |
| 34 | 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) |
| 35 | 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) |
| 36 | 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 |
| 37 | Providing 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 |
| 38 | Providing RCC M-200 in nominal mix of (1:1.5:3) in columnswith 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. |
| 39 | (a)Foundation for Steel structure staging |
| 40 | Footing |
| 41 | Vertical Pedestal |
| 42 | Tie Beam |
| 43 | (b)Foundation for Solar panel |
| 44 | Footing |
| 45 | Vertical Pedestal |
| 46 | 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. |
| 47 | 10 mm Dia |
| 48 | 12 mm Dia |
| 49 | Carriage of construction materials to work site including loading, unloading & stacking etc. all complete. |
| 50 | Cement-10 KM (Avg. Lead) |
| 51 | Steel-10KM (Avg. lead) |
| 52 | Stone chips-20KM (Avg. lead) |
| 53 | Sand-15KM (Avg. lead) |
| 54 | Bricks-10KM (Avg. lead) |
| 55 | Construction ofgalvanized tubular Steel structure staging for (4.5m) HDPE water storage Tank& Solar Panel. |
| 56 | 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. |
| 57 | 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. |
| 58 | Installation of 5000 liters Capacity Water Storage Tank |
| 59 | Providing and fixing HDPE container Syntex or alike one piecemolded water tank made out of low density polythyler andbuilt corrugation including of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overflow of all tanks capacity 5000.00 litres Capacity Water storage Tank |
| 60 | Transportation Charge |
| 61 | Lifting of 5000 Litrs Capacity Tank up to 4.5m height with lifting tools with rope and labour |
| 62 | Making hole in Tank |
| 63 | Making long screw in G.I. pipe including supplying and fitting jam nuts and extra socket etc. |
| 64 | Rising and Distribution Network with House Connection 20 Nos. including Platform & Stand post |
| 65 | 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. |
| 66 | 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. |
| 67 | Providing PCCM-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. |
| 68 | Rising Main |
| 69 | Manufacture, supply and Delivery offollowing Nominal dia UPVC column pipes including PVC socket (Coupler), |
| 70 | 40 mm dia -GI Pipes(TATA mark or equivalent) as per IS-1239 (Part-01)/2004 ISI Marked/Medium Quality |
| 71 | 40 mm dia - 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-8074materials rates are Ex-factory excluding transportation, taxes and duties |
| 72 | Distribution Main |
| 73 | 50 mm dia -GI Pipes(TATA mark or equivalent) as per IS-1239 (Part-01)/2004 ISI Marked/Medium Quality |
| 74 | 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-8074materials rates are Ex-factory excluding transportation, taxes and duties. PE-80 , PN- 10. |
| 75 | 50 mm HDPE Pipe |
| 76 | 32 mm HDPE Pipe- |
| 77 | 20 mm HDPE Pipe- |
| 78 | Providing and fixing Gun Metal Gate valvewith C I wheel of approved quality(screwed end). |
| 79 | 50 mm dia |
| 80 | 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. |
| 81 | For Rising |
| 82 | 40 mm GI Pipe |
| 83 | 40 mm HDPE Pipe |
| 84 | For Distribution |
| 85 | 50 mm HDPE Pipe |
| 86 | 32 mm HDPE Pipe |
| 87 | 20 mm HDPE Pipe |
| 88 | 50 mm Dia GI Pipe |
| 89 | 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. |
| 90 | 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. |
| 91 | Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I. |
| 92 | Elbow 15 mm dia. |
| 93 | Reducer Socket 20x15 mm dia. |
| 94 | Nipple 15 mm dia. |
| 95 | Plain Socket 15 mm dia. |
| 96 | 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. |
| 97 | Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I. |
| 98 | 50 mm dia and weight not less than 1.5 Kg. |
| 99 | Providing and fixing of male ended C.I.Body brass spindle valve and seat Bib cock of approved quality with extra socketall complete as per specification and direction of E/I. |
| 100 | 15 dia and weight not less than 400 Gm |
| 101 | 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. |
| 102 | Full way valve chamber |
| 103 | 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 surfaceall complete job, as per approved design, specification and direction of E/I. |
| 104 | Providing brick masonry chamber ofinner 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. |
| 105 | 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. |
| 106 | Providing fitting & fixing 32 mm to 50 mm service HDPE saddleall complete job, as per approved design, specification and direction of E/I. |
| 107 | Galvanised Chain-line mess Fencing around Solar Panel where bore well is away from tower |
| 108 | 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. |
| 109 | Providing 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.2.5 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. |
| 110 | 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. |
| 111 | Drilling 6mm dia holes in M.S Angle iron for fixing of stables etc. as per building specification and direction of E/I. |
| 112 | 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. |
| 113 | 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. |
| 114 | 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. |
| 115 | Cost of Galvanised chain-link mess having 3 mm thick wire cell type 40x40 mm not less than 3.1 kg/Sqm |
| 116 | Cost of 50 x50 x6 mm M.S angle |
| 117 | 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. |
| 118 | Cement Lead 10 Km (Avg.) |
| 119 | Sand Lead 15 Km (Avg.) |
| 120 | Stone Chips Lead 20 Km (Avg.) |
| 121 | Annual Operation & Maintenance cost based on Existing D/T Well with solarmotor pump for 5 years |
| 122 | O & M Cost for 1st year |
| 123 | O & M Cost for 2nd year |
| 124 | O & M cost for 3rd Year |
| 125 | O & M cost for 4th Year |
| 126 | O & M cost for 5th Year |
| 127 | Provision of One No. SIM card & its recharging cost for RMC |
| 128 | Add 18 % GST |
| 129 | Add 1% Labour Cess |
