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| 1 | Supplying labour and equipment for digging well vide classfication of soil item-B including removing the spoils to a safe distance upto 50m from the edge of the well all complete as per specification and direction of E/I |
| 2 | (a) E/W up to 3 metre depth below G.L |
| 3 | Supplying labour and equipment for digging well vide classfication of soil item-C including removing the spoils to a safe distance upto 50m from the edge of the well all complete as per specification and direction of E/I |
| 4 | (a) E/W 03 to 04 metre depth below G.L |
| 5 | (b) E/W 04 to 05 metre depth below G.L item no. 3.1.67 |
| 6 | (c) E/W 05 to 06 metre depth below G.L |
| 7 | (d) E/W 06 to 07 metre depth below G.L |
| 8 | (e) E/W 07 to 08 metre depth below G.L |
| 9 | (f) E/W 08 to 09 metre depth below G.L |
| 10 | Supplying materials and labour for providing R.C.C well curb (1:2:4) including centering and shuttering but excluding the cost of reinforcement all complete job as per specification and direction of E/I |
| 11 | R.C.C. Well Curb |
| 12 | Providing rough dressed stone masonary in CM (1:6) in staining wall and in the parapet and well around in the platform including shuttering scaffolding if needed and providing adequate number of weep holes from bottem up to 4.5 M GL etc. all complete as per specification & direction of E/I. |
| 13 | In Staining Wall |
| 14 | In Parapet |
| 15 | In Platform outer side wall |
| 16 | Extra for each additional lift of 1m over the initial lift of 3m for masonry work. |
| 17 | In Staining Wall (3-4m) |
| 18 | In Staining Wall (4-5m) |
| 19 | In Staining Wall (5-6m) |
| 20 | In Staining Wall (6-7m) |
| 21 | In Staining Wall (7-8m) |
| 22 | In Staining Wall (8-9m) |
| 23 | Supplying materials and labour fixing 20 mm dia M.S. bar steps in staining wall of 0.3 M interval and fixed with (1:2:4) P.C.C including scaffolding and curing etc. all complete job as per specification & direction of E/I. |
| 24 | Providing P.C.C M150 with nominal mix of (1:2:4) in foundation and plinth with approved quality of stone chips 20 mm to 6 mm size graded & 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, taxes and royalty but excluding the cost of M.S reinforcemet all complete as per specification & direction of E/I. |
| 25 | In Plateform |
| 26 | Providing R.C.C M20 with nominal mix of (1:1.5:3) in beam of well with approved quality of stone chips 20 mm to 6 mm size graded & 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, taxes and royalty but excluding the cost of M.S reinforcemet all complete as per specification & direction of E/I |
| 27 | Providing R.C.C M20 with nominal mix of (1:1.5:3) in roof slab of well with approved quality of stone chips 20 mm to 6 mm size graded & 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, taxes and royalty but excluding the cost of M.S reinforcemet all complete as per specification & direction of E/I. |
| 28 | Providing 12 mm thick cement plaster (1:4) with neat cement punning including scaffolding, curing with all leads & lifts of water, taxes & royalty ll complete as per specification & direction of E/I. |
| 29 | Providing 8 mm dia to 16 mm diaTor steel reinforcement (Fe 500 grade) of TATA or SAIL or Jindal Make as per approved design and drawing including all labour, materials, taxes etc but excluding cost of carriage of tor rod to work site including cutting bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per specification & direction of E/I. RCC, 1% concrete volume |
| 30 | Supplying equipments and labour for desilting the well complete as per specification & direction of E/I. |
| 31 | Supplying equipment and labour for back filling the excavated earth around staing well ll complete as per specification & direction of E/I. |
| 32 | Supplying equipment and labour for dewatering including supplying diesel pump set as per requirement and its fuel etc complete as per specification & direction of E/I. 2.0 HP x 8 Hour x 11 days =176 |
| 33 | Carriage of Materials |
| 34 | a) Stone Boulder lead- 11 Km (Pakka 1km Kutcha-10km) |
| 35 | b) Sand lead -25Km(Pakka 15 km Kutcha-10km) |
| 36 | c) Ston Chips lead - 30Km(Pakka 20 km Kutcha-10km) |
| 37 | d) Steel lead - 20 Km(Pakka 10km Kutcha-10km) |
| 38 | e) Cement lead - 20 Km(Pakka 10km Kutcha-10km) |
| 39 | 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. |
| 40 | 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. |
| 41 | i) The SPV modules should be as per IEC-61215 and IEC 61730 part 1.0) |
| 42 | 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. |
| 43 | 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. |
| 44 | iv) The module mounting structure should be hot dip galvanized according to IS 4759. |
| 45 | v) To enhance the performance of SPV water pumping system & arrangement for seasonal tilt angle Adjustment should be provided |
| 46 | 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) |
| 47 | vii) Necessary protection such as lightening arrestor etc. should be provided to protect the controller & SPV |
| 48 | 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. |
| 49 | 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. |
| 50 | x) The motor pump set should have a 5 years warranty. |
| 51 | 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) |
| 52 | xii) The SPV controller must have IP-65 protection or must be housed in cabinet having at least IP-65 protection. |
| 53 | xiii) The system should be as per MNRE guide line & Eco-friendly with suitable arrangement to operate new pump manually. |
| 54 | xiv) With third party inspection before dispatch. |
| 55 | xv) Fitting, fixing & mounting on water tank steel structure. |
| 56 | 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. |
| 57 | The following details should be marked indelibly on the motor pump set |
| 58 | a) Name of the Manufacturer or Distinctive Logo. |
| 59 | b) Model Number. |
| 60 | c) Serial Number. |
| 61 | B Solar submersible motor pump (SPV DC Type) |
| 62 | 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. |
| 63 | 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. |
| 64 | 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. |
| 65 | Provision of Solar night lamp |
| 66 | 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, Foundation for Steel structure staging, Foundation for Solar panel, |
| 67 | 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, Foundation for Steel structure staging, Foundation for Solar panel |
| 68 | 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, Foundation for Solar panel |
| 69 | 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, Foundation for Steel structure staging, Foundation for Solar panel |
| 70 | 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. |
| 71 | (a) Foundation for Steel structure staging-Footing |
| 72 | Vertical Pedestal |
| 73 | Tie Beam |
| 74 | (b) Foundation for solar panel - Footing |
| 75 | Vertical Pedestal |
| 76 | 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. Footing. |
| 77 | 10mm dia |
| 78 | 12mm dia |
| 79 | 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%) |
| 80 | 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. |
| 81 | (I)MS square Tube 75x75x4.8mm thick |
| 82 | (II) MS square Tube 75x75x4.8mm thick |
| 83 | (III) Square Tube for Bracing 40x40x3.2mm thick |
| 84 | (a)For horizontal support beam |
| 85 | (b)For Triangular support Tube. |
| 86 | (c)Square Tube 25x25x3.2mm thick |
| 87 | (IV)For Railing Square Tube 25mmx25mmx3.20mm thick. |
| 88 | (a)Horizontal Beam |
| 89 | (b)Vertical Beam |
| 90 | (V)For Ladder Square Tube 25mmx25mmx2.50mm thick. |
| 91 | (a)Vertical Column |
| 92 | (c)Steps |
| 93 | squareTube25mmx25mmx3.20thick |
| 94 | (VI)M.S. Plate 10mm thick |
| 95 | (a)Base Plate for column –4x1=4nos |
| 96 | Top & Bottom-------------------=8nos |
| 97 | (b)Stiffener plate at Bottom Column |
| 98 | support(Size-0.225x0.075)x10mm thick |
| 99 | (VII) M.S. Plate 6mm thick |
| 100 | (a)For Horizontal & Diagonal |
| 101 | Beam connection –4x2=8nos |
| 102 | (b)Stiffener plate for Top angular |
| 103 | support |
| 104 | (VIII)M.S. Plate 3mm Thick |
| 105 | (IX) Nut Bolt 16mm dia length 450mm ([email protected] each) |
| 106 | (X)Nut Bolts of Various Sizes for fixing |
| 107 | of structure (Lump sum) =22.00kg |
| 108 | Steel Structure for Solor Panel |
| 109 | Base Plate |
| 110 | Stiffner Plate |
| 111 | Nut Bolt |
| 112 | Hardware L.S |
| 113 | Grand Total |
| 114 | Information board for IEC |
| 115 | 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 |
| 116 | (I)Square Tube 25mmx25mmx3.2mm thick |
| 117 | (II) Square Tube 25mmx25mmx3.2mm thick |
| 118 | (III) M.S. Sheet 1mm thick. |
| 119 | 1nosx1.50mx1.20m=1.80m2 |
| 120 | Materials and labour for vinyl painting of matter given by department in different color (As per Market Rate) |
| 121 | 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) |
| 122 | Transportation Charge |
| 123 | Lifting of 2000 Litrs Capacity Tank up to 4.5m height with lifting tools with rope and labour |
| 124 | Making hole in Tank |
| 125 | Making long screw in G.I. pipe including supplying and fitting jam nuts and extra socket etc. |
| 126 | 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., For Rising Main: 50mm HDPE Pipe, Distribution: 63mm HDPE Pipe, 50mm HDPE Pipe, 32mm HDPE Pipe, 20mm HDPE Pipe |
| 127 | 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 |
| 128 | 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 |
| 129 | Rising MainManufacture, supply and Delivery of following Nominal dia UPVC column pipes including PVC socket (Coupler), |
| 130 | 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 |
| 131 | 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 |
| 132 | DistributionProviding 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. |
| 133 | 63 mm HDPE Pipe- |
| 134 | 50 mm HDPE Pipe- |
| 135 | 32 mm HDPE Pipe- |
| 136 | 20 mm MDPE Pipe- |
| 137 | Providing and fixing Gun Metal Gate valve with C I wheel of approved quality |
| 138 | 50 mm dia . |
| 139 | 65mm dia |
| 140 | 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 |
| 141 | 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 |
| 142 | For Rising |
| 143 | 50 mm HDPE Pipe- |
| 144 | 65 mm HDPE Pipe- |
| 145 | DistributionProviding 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 , |
| 146 | 65 mm HDPE Pipe- |
| 147 | 50 mm HDPE Pipe- |
| 148 | 32 mm HDPE Pipe- |
| 149 | 20 mm MDPE Pipe- |
| 150 | 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. |
| 151 | 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. |
| 152 | Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I. |
| 153 | Elbow |
| 154 | (a) 15mm dia |
| 155 | Reducer Socket |
| 156 | (a) 20 x 15mm dia |
| 157 | Nipple |
| 158 | (a) 15mm dia |
| 159 | Plain Socket |
| 160 | (a) 15mm dia |
| 161 | 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. |
| 162 | Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I. |
| 163 | 50 mm dia and weight not less than 1.5 Kg. |
| 164 | 65 mm dia Full way valve |
| 165 | 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. 15 dia and weight not less than 400 Gm |
| 166 | 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. - Full way valve chamber |
| 167 | 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. |
| 168 | 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 |
| 169 | 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. - 85% of Excavated Qty. |
| 170 | Providing fitting & fixing 32 mm to 50 mm service HDPE saddle all complete job, as per approved design, specification and direction of E/I. |
| 171 | O & M Cost - |
| 172 | Cost for 1st year (Excluding Repair Charges) |
| 173 | O & M cost for 2nd Year = O & M for 1st Yr + 6% of O&M for 1st Year + Annual repairing Charges |
| 174 | O & M cost for 3rd Year =1.06 x 2st year |
| 175 | O & M cost for 4th Year =1.06 x 3rd year |
| 176 | O & M cost for 5th Year =1.06 x 4th year |
| 177 | Provision of one no SIM card & its recharging cost for RMC |
| 178 | GST 18% |
| 179 | Labour Cess 1% Please Enable Macros to View BoQ information |
