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| 1 | 1. Construction of 200 x 165 mm dia x 200 mtr depth HYDT in all kinds of soil and rock with D.T.H rig machine. |
| 2 | Cost of drilling 200mm x 165mm x 150 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 charges, Geological investigation etc. all complete.(0-150 m) |
| 3 | 50 - 150 meter onward |
| 4 | Supplying all tools, tackles & lowering of 200mm dia MS ERW Casing pipe of 6mm wall thickness including welding charges, cost of pipe etc. including all taxes, VAT, excise duty, freight charges with inspection charges etc. as applicable, all complete job. |
| 5 | Supplying all materials, labours, tools & equipments for fitting & fixing 200mm dia MS Cap over Casing pipe complete job. |
| 6 | 2. Construction RCC Foundation for Steel structure staging & Solar panel . |
| 7 | 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) |
| 8 | 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) |
| 9 | 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 |
| 10 | Providing nominal mix PCC M-150 of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of E/I |
| 11 | Providing RCC M-20 in nominal mix of (1:1.5:3) in columns with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of E/I. (Footing and Vertical Pedestal) |
| 12 | Column |
| 13 | Tie Beam |
| 14 | 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. |
| 15 | Carriage of materials from different sources |
| 16 | cement (10km) |
| 17 | sand (20km) |
| 18 | brick (8km) |
| 19 | stone chips (20km) |
| 20 | steel (10km) |
| 21 | 3. Construction of galvanized tubular Steel structure staging for HDPE water storage Tank& Solar Panel. |
| 22 | For Structure :--- |
| 23 | 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. |
| 24 | Steel Structure for Solar Panel |
| 25 | 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) |
| 26 | 4.Analysis of Installation of 5000 liters Capacity Water Storage Tank |
| 27 | Providing and fixing HDPE container Syntex or alike one piecemolded water tank made out of low density polythyler andbuilt corrugation including of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overflow of all tanks capacity 5000.00 litres Capacity Water storage Tank(DWSD. Item No-01 M) |
| 28 | Transportation Charge |
| 29 | Lifting of 5000 Litrs Capacity Tank up to 4.00m height with lifting tools with rope and labour |
| 30 | Making hole in Tank |
| 31 | Making long screw in G.I. pipe including supplying and fitting jam nuts and extra socket etc. |
| 32 | 5. Solar Photovoltaic (SPV) Solar Submersible D.C. Water Motor Pump |
| 33 | 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. |
| 34 | 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. |
| 35 | i) The SPV modules should be as per IEC-61215 and IEC 61730 part 1.0) |
| 36 | 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. |
| 37 | 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. |
| 38 | iv) The module mounting structure should be hot dip galvanized according to IS 4759. |
| 39 | v) To enhance the performance of SPV water pumping system & arrangement for seasonal tilt angle Adjustment should be provided |
| 40 | 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) |
| 41 | vii) Necessary protection such as lightening arrestor etc. should be provided to protect the controller & SPV |
| 42 | 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. |
| 43 | 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. |
| 44 | x) The motor pump set should have a 5 years warranty. |
| 45 | 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) |
| 46 | xii) The SPV controller must have IP-65 protection or must be housed in cabinet having at least IP-65 protection. |
| 47 | xiii) The system should be as per MNRE guide line & Eco-friendly with suitable arrangement to operate new pump manually. |
| 48 | xiv) With third party inspection before dispatch. |
| 49 | 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. |
| 50 | The following details should be marked indelibly on the motor pump set |
| 51 | a) Name of the Manufacturer or Distinctive Logo. |
| 52 | b) Model Number. |
| 53 | c) Serial Number. |
| 54 | Solar submersible motor pump (SPV DC Type) |
| 55 | 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) |
| 56 | 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. |
| 57 | 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) |
| 58 | Provision of solar night lamp. |
| 59 | 6. Rising and Distribution Network |
| 60 | 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. |
| 61 | 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 |
| 62 | 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- |
| 63 | Rising Main |
| 64 | Manufacture, supply and Delivery of following Nominal dia UPVC column pipes including PVC socket (Coupler), 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 |
| 65 | Distribution |
| 66 | 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. |
| 67 | 50 mm HDPE Pipe- |
| 68 | 32 mm HDPE Pipe- |
| 69 | 20 mm MDPE Pipe- |
| 70 | Providing and fixing Gun Metal Gate valve with C I wheel of approved quality(screwed end). 50 mm dia. |
| 71 | 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. |
| 72 | 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. |
| 73 | For Rising |
| 74 | 50 mm HDPE Pipe- |
| 75 | Distribution |
| 76 | 50 mm HDPE Pipe- |
| 77 | 32 mm HDPE Pipe- |
| 78 | 20 mm HDPE Pipe- |
| 79 | 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. |
| 80 | 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. |
| 81 | Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I. |
| 82 | (1) Elbow |
| 83 | (a) 15 mm dia. |
| 84 | (2) Reducer Socket - |
| 85 | (a) 20 x 15 mm dia. |
| 86 | (3) Nipple - |
| 87 | (a) 15 mm dia. |
| 88 | (4) Plain Socket - |
| 89 | (a) 15 mm dia. |
| 90 | 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. |
| 91 | Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I. |
| 92 | 50 mm dia and weight not less than 1.5 Kg. |
| 93 | 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. |
| 94 | 15 dia and weight not less than 400 Gm |
| 95 | 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. |
| 96 | 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) |
| 97 | 7. construction of Platform |
| 98 | Earth work in excavation in foundation trenches in hard soil vide classification item-B and disposal of excavated earth as obtained to a distance up to 50 m including all lifts,levelling,ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specifications and direction of E/I. |
| 99 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labours , royalty and taxes all complete as per building specification and direction of E/I.(mode of measurement compacted volume) |
| 100 | Providing designation 75A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. |
| 101 | Providing P C C M-150 in nominal mix of (1:2:4)in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M2.5 to 3 including screening shuttering , mixing cement concrete in mixer and placing in position ,vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 102 | Providing 12 mm thick cement plaster (1:3) with clean coarse sand of F.M 1.5 with 1.5 mm thick cement punning over it including screening, curing, with all leads and lifts of water, taxes and royalty all complete as per building specification an direction of E/I. |
| 103 | Carriage of materials |
| 104 | cement (10km) |
| 105 | sand (20km) |
| 106 | brick (8km) |
| 107 | stone chips (20km) |
| 108 | 8. construction of soak pit |
| 109 | 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 -A) |
| 110 | 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) |
| 111 | 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 |
| 112 | Providing nominal mix PCC M-150 of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of E/I |
| 113 | Providing 250mm thick brick jail work in C-M- (1:8) with designation 75a brick and approved quality of clean coarse sand of F-M-- 2 to 2-5, finished with deep ruled pointing in C-M- (1:3) with sand of F-M---1-5 on entire surface including the cost of finishing, the holes, screening carriage of materials, surf folding, raking out joints to 15mm depth, curing, taxes and royalty all complete, as per approved design, building specification and direction of E/I |
| 114 | Providing designation 75A brick work in C M (1:6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials, raking out joints of 15mm depth, curing taxes and royalty all complete as per building specification and direction of E/I |
| 115 | Providing RCCM 150 with nominal mist of (1:2:4) slab of desired size with approved quality of stone chips and clean coarse sand of F-M- 2-5 to 3 including curing, shuttering carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty, all complete as per building specification and direction of E/I- |
| 116 | Providing for reinforcement as per approved design and drawing excluding carriage of for road to work site including cutting loading and banding with do wire with cost of removal of placing the rods in position all complete as per specification and direction of E/I. |
| 117 | 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- |
| 118 | Carriage of materials from different sources |
| 119 | cement (10km) |
| 120 | sand (20km) |
| 121 | brick (8km) |
| 122 | stone chips (20km) |
| 123 | steel (10km) |
| 124 | GST @ 18% |
| 125 | Labour Cess @1% Please Enable Macros to View BoQ information |
