Tender For (1) Construction Of Solar Motor Pump Based Mini Water Supply Scheme With Hydt Boring 200 Mm X 165 Mm X 280 M. Deep High Yield Drilled Tube Well In Village-Silangi Pahad , Kamla Kocha ( Near Sidhaai Grihi House) , Panchayat- Ormo , Block- G
Tender Value
16.55 Lakhs
Estimated cost
Bid Submission
29 Oct 2026
1 days left
EMD
33200
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Dumka → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for (1) Construction Of Solar Motor Pump Based Mini Water Supply Scheme With Hydt Boring 200 Mm X 165 Mm X 280 M. Deep High Yield Drilled Tube Well In Village-Silangi Pahad , Kamla Kocha ( Near Sidhaai Grihi House) , Panchayat- Ormo , Block- Gopikander (2) Construction Of Solar Motor Pump Based Mini Water Supply Scheme With Hydt Boring 200 Mm X 165 Mm X 280 M. Deep High Yield Drilled Tube Well In Village- Jolo , Panchayat- Gopikander , Block- Gopikander Under D.W.&S Division No-01 Dumka.
BOQ
| Sl. No. | Item Description |
| 1 | Construction of Solar Motor Pump based Mini Water Supply scheme with HYDT Boring 200 mm X 165 mm X 280 M. deep high yield Drilled Tube well in Village-Silangi Pahad , Kamla kocha ( Near Sidhaai Grihi House) , Panchayat- Ormo , Block- Gopikander |
| 2 | HYDT :Cost of drilling 200mmX165mmX280 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 116) |
| 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 117) |
| 6 | Supplying all materials, labour, tools & equipments for fitting & fixing 200mm dia MS cap over casing pipe complete job. (DWSD Item 117 B) |
| 7 | 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. |
| 8 | 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. |
| 9 | i) The SPV modules should be as per IEC-61215 and IEC 61730 part 1.0) |
| 10 | 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. |
| 11 | 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. |
| 12 | iv) The module mounting structure should be hot dip galvanized according to IS 4759. |
| 13 | v) To enhance the performance of SPV water pumping system & arrangement for seasonal tilt angle Adjustment should be provided |
| 14 | 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) |
| 15 | vii) Necessary protection such as lightening arrestor etc. should be provided to protect the controller & SPV |
| 16 | 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. |
| 17 | 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. |
| 18 | x) The motor pump set should have a 5 years warranty. |
| 19 | 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) |
| 20 | xii) The SPV controller must have IP-65 protection or must be housed in cabinet having at least IP-65 protection. |
| 21 | xiii) The system should be as per MNRE guide line & Ecofriendly with suitable arrangement to operate new pump manually. |
| 22 | xiv) With third party inspection before dispatch. |
| 23 | 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. |
| 24 | The following details should be marked indelibly on the motor pump set |
| 25 | a) Name of the Manufacturer or Distinctive Logo. |
| 26 | b) Model Number. |
| 27 | c) Serial Number. |
| 28 | Solar submersible motor pump (SPV DC Type) |
| 29 | i) 2 HP (DC Pump) with 1800 wp minimum watt P.V. Panel as MNRE pump head Max Shut-off head up to 100 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) |
| 30 | Construction RCC Foundation for Steel structure staging & Solar panel . 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) |
| 31 | 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) |
| 32 | 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 |
| 33 | 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 |
| 34 | 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.(BCD-SOR) Part- A 7.2 C Case 1 |
| 35 | (a)Foundation for Steel structure staging |
| 36 | Footing (BCD-SOR-5.3.5.1) |
| 37 | 4nosx0.90mx0.90mx0.25m=0.81 m3 |
| 38 | Vertical Pedestal (BCD-SOR-5.3.14) |
| 39 | 4nosx0.30mx0.30mx0.95m=0.342 m3 |
| 40 | Tie Beam (BCD-SOR-5.3.6.1) |
| 41 | 4nosx0.25mx0.25mx1.135m=0.284 m3 |
| 42 | (b)Foundation for Solar panel |
| 43 | Footing (BCD-SOR-5.3.5.1) |
| 44 | 1nox0.90mx0.90mx0.25m=0.202 m3 |
| 45 | Vertical Pedestal |
| 46 | 1nox0.30mx0.30mx1.35m=0.122m3 |
| 47 | 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. |
| 48 | BCD-SOR-Part A 8.1 -page no 68 |
| 49 | (a)Foundation for Steel structure staging |
| 50 | Footing |
| 51 | 4nosx0.90mx0.90mx0.25m=0.81m3 |
| 52 | Vertical Column |
| 53 | 4nosx0.30mx0.30mx0.95m=0.342m3 |
| 54 | 4nosx0.25mx0.25mx1.135m=0.284m3 |
| 55 | (b)Foundation for Solar panel |
| 56 | Footing |
| 57 | 1nox0.90mx0.90mx0.25m=0.202m3 |
| 58 | Vertical Column |
| 59 | 1nox0.30mx0.30mx1.35m=0.122m3 |
| 60 | Total=1.76m3 |
| 61 | 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%) |
| 62 | For Structure :--- |
| 63 | 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. |
| 64 | (I)MS square Tube |
| 65 | 75mmx75mmx4.80mm thick for |
| 66 | vertical column([email protected]/m) |
| 67 | 4nosx4.5m=18.00mx9.66kgp/m =173.88kg |
| 68 | (II) MS square Tube |
| 69 | 75mmx75mmx4.80mm thick |
| 70 | support for Top([email protected]/m) |
| 71 | 12nosx2.00m=24.0mx9.66kgp/m =231.84kg |
| 72 | (III) Square Tube for Bracing |
| 73 | 40mmx40mmx3.20mm thick. |
| 74 | ([email protected]/m) |
| 75 | (a)For horizontal support beam |
| 76 | 8nosx1.85m=14.80mx3.49kgp/m =51.65kg |
| 77 | 8nosx2.4m=19.20mx3.49kgp/m =67.01kg |
| 78 | (b)For Triangular support Tube. |
| 79 | 8nosx0.50m=4.00mx3.49kgp/m =13.96kg |
| 80 | (c)Square Tube |
| 81 | 25mmx25mmx3.20mm thick. |
| 82 | for triangular ([email protected]/m) |
| 83 | 8nosx0.65m=5.20mx1.98kgp/m =10.30kg |
| 84 | (IV)For Railing Square Tube 25mmx25mmx3.20mm thick. |
| 85 | ([email protected]/m) |
| 86 | (a)Horizontal Beam |
| 87 | 4x2=8nosx2.10m=16.80mx1.98kg /m =33.26kg |
| 88 | (b)Vertical Beam |
| 89 | 4x4=16nosx0.55m=8.8mx1.98kg /m =17.424kg |
| 90 | (V)For Ladder Square Tube 25mmx25mmx2.50mm thick. |
| 91 | ([email protected]/m) |
| 92 | (a)Vertical Column |
| 93 | 2nosx7m=14.00mx1.74kg /m =24.36kg |
| 94 | (c)Steps |
| 95 | squareTube25mmx25mmx3.20thick |
| 96 | ([email protected]/m |
| 97 | 22nosx0.45m=9.9mx1.98kg/m =19.60kg |
| 98 | (VI)M.S. Plate 10mm thick |
| 99 | ([email protected]/sqm) |
| 100 | (a)Base Plate for column –4x1=4nos |
| 101 | Top & Bottom-------------------=8nos |
| 102 | Total=12nos |
| 103 | 12nosx0.250mx0.250 =0.75m2 |
| 104 | 0.75m2x78.50kg/m2 =58.875kg |
| 105 | (b)Stiffener plate at Bottom Column |
| 106 | support(Size-0.225x0.075)x10mm thick |
| 107 | 1x4x4=16nosx0.225x0.075=0.27m2 |
| 108 | =0.27m2x78.50kg/m2 =21.20kg |
| 109 | (VII) M.S. Plate 6mm thick |
| 110 | ([email protected]/sqm) |
| 111 | (a)For Horizontal & Diagonal |
| 112 | Beam connection –4x2=8nos |
| 113 | 16x0.25x0.06x0.006x7850=11.30kg |
| 114 | 8x0.15x0.04x0.006x7850=2.26kg |
| 115 | (b)Stiffener plate for Top angular |
| 116 | support |
| 117 | 16nosx0.20x0.060x0.006x7850=9.04kg |
| 118 | 8x0.15x0.06x0.006x7850=3.39kg |
| 119 | (VIII)M.S. Plate 3mm Thick |
| 120 | ([email protected]/sqm) |
| 121 | 2.1x2.1x0.003x7850 =103.86kg |
| 122 | (IX) Nut Bolt 16mm dia length 450mm ([email protected] each) |
| 123 | 16nosx1.112kg =17.80kg |
| 124 | (X)Nut Bolts of Various Sizes for fixing |
| 125 | of structure (Lump sum) =22.00kg |
| 126 | Total=893.01Kg |
| 127 | Steel Structure for Solor Panel |
| 128 | 100mmx100mmx4.8mm |
| 129 | 3mx14.60kg/m=43.80kg |
| 130 | 80mmx40mmx3.2mm |
| 131 | 2Nosx3.0x5.2kg /m= 31.2 kg |
| 132 | 25 mmx 25mmx6 mm |
| 133 | 2Nosx1.5 x4.08kg/m=12.24 kg |
| 134 | 91.5mmx91.5mmx4.5mm |
| 135 | 1.5mx11.88kg/m=17.82kg |
| 136 | Base Plate |
| 137 | 2Nosx0.25x0.25x0.001x7850= 0.98kg |
| 138 | Stiffner Plate |
| 139 | 4Nosx0.15x0.15x0.001x7850= 0.71kg |
| 140 | Nut Bolt |
| 141 | L.S. 2kg |
| 142 | Total:- 115.53kg |
| 143 | Grand Total:- 893.01+ 108.75= 1001.76kg |
| 144 | Information board for IEC |
| 145 | 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 DSR-2018-2019) |
| 146 | (I)Square Tube |
| 147 | 25mmx25mmx3.2mm thick |
| 148 | ([email protected]/m) |
| 149 | 2nosx1.50m=3.00m=3.00mx1.98kg/m =5.94kg |
| 150 | (II) Square Tube |
| 151 | 25mmx25mmx3.2mm thick |
| 152 | ([email protected]/m) |
| 153 | 3nosx1.20m=3.60m=3.60mx1.98kg/m =7.13kg |
| 154 | (III) M.S. Sheet 1mm thick. |
| 155 | ([email protected]/m2) |
| 156 | 1nosx1.50mx1.20m=1.80m2 |
| 157 | =1.80m2x7.85kgp/m2 =14.13kg |
| 158 | Total=27.20kg |
| 159 | Total=27.20kg |
| 160 | Materials and labour for vinyl painting of matter given by department in different color (As per Market Rate) |
| 161 | 1nox2.10mx0.60m=1.26m2 |
| 162 | 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(DWSD item No-01 M) |
| 163 | Transportation Charge |
| 164 | Lifting of 2000 Litrs Capacity Tank up to 4.5m height with lifting tools with rope and labour |
| 165 | Making hole in Tank |
| 166 | Making long screw in G.I. pipe including supplying and fitting jam nuts and extra socket etc. |
| 167 | Model Estimate for Laying of Rising and pipe line,costruction of Platform,bore chamber and soakpit. |
| 168 | Rising Main |
| 169 | Manufacture, supply and Delivery of following Nominal dia UPVC column pipes including PVC socket (Coupler), |
| 170 | 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 |
| 171 | 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 |
| 172 | Distribution |
| 173 | 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. PE-80 , PN- 10 (Item No-112M 1028) |
| 174 | 32 mm HDPE Pipe- |
| 175 | 20 mm HDPE Pipe- |
| 176 | Providing and fixing Gun Metal Gate valve with C I wheel of approved quality(screwed end).DSR 18.17.5 |
| 177 | 50 mm dia . |
| 178 | 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. MJP 19-20 sec-I-IX sl no -2(i) |
| 179 | Distribution |
| 180 | 32 mm HDPE Pipe- |
| 181 | 20 mm HDPE Pipe- |
| 182 | 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. DWSD 3.1.2(i) |
| 183 | Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I. DWSD 3.1.13 |
| 184 | (1) Elbow |
| 185 | (a) 15 mm dia. |
| 186 | (2) Reducer Socket - |
| 187 | (a) 20 x 15 mm dia. |
| 188 | (3) Nipple - |
| 189 | (a) 15 mm dia. |
| 190 | (4) Plain Socket - |
| 191 | (a) 15 mm dia. |
| 192 | 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. (JOSR DWSD 3.1.4.1) |
| 193 | Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I. DWSD 3.1.12 |
| 194 | 50 mm dia and weight not less than 1.5 Kg. |
| 195 | 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. DWSD 3.1.5.2 |
| 196 | 15 dia and weight not less than 400 Gm |
| 197 | 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. DSR 18.32.1 |
| 198 | Full way valve chamber |
| 199 | Supplying materials , labours and equipment's for construction of P.C.C. (1:2:4) Rectangular Platform with stand post 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.(As per Annexure I Attached) |
| 200 | P.C.C. (1:2:4) Rectangular Platform - |
| 201 | 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(As per Annexure-II Attached) |
| 202 | Constructoin of Soak Pit with Drain (As per Annexure-III Attached) |
| 203 | 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) |
| 204 | Hence O & M Cost for 1st year (Excluding Repair Charges) |
| 205 | O & M cost for 2nd Year = O & M for 1st Yr + 6% of O&M for 1st Year + Annual repairing Charges |
| 206 | O & M cost for 3rd Year =1.06 x 2st year |
| 207 | O & M cost for 4th Year =1.06 x 3rd year |
| 208 | O & M cost for 5th Year =1.06 x 4th year |
| 209 | Provision of one no SIM card & its recharging cost for RMC |
| 210 | Construction of Solar Motor Pump based Mini Water Supply scheme with HYDT Boring 200 mm X 165 mm X 280 M. deep high yield Drilled Tube well in Village- Jolo , Panchayat- Gopikander , Block- Gopikander |
| 211 | HYDT :Cost of drilling 200mmX165mmX280 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. |
| 212 | (a) 0.00m Up to 50.00m depth below G.L. In Rural Areas (DWSD 116) |
| 213 | (b) Above 50.00 m depth. In Rural Areas |
| 214 | 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 117) |
| 215 | Supplying all materials, labour, tools & equipments for fitting & fixing 200mm dia MS cap over casing pipe complete job. (DWSD Item 117 B) |
| 216 | 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. |
| 217 | 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. |
| 218 | i) The SPV modules should be as per IEC-61215 and IEC 61730 part 1.0) |
| 219 | 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. |
| 220 | 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. |
| 221 | iv) The module mounting structure should be hot dip galvanized according to IS 4759. |
| 222 | v) To enhance the performance of SPV water pumping system & arrangement for seasonal tilt angle Adjustment should be provided |
| 223 | 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) |
| 224 | vii) Necessary protection such as lightening arrestor etc. should be provided to protect the controller & SPV |
| 225 | 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. |
| 226 | 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. |
| 227 | x) The motor pump set should have a 5 years warranty. |
| 228 | 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) |
| 229 | xii) The SPV controller must have IP-65 protection or must be housed in cabinet having at least IP-65 protection. |
| 230 | xiii) The system should be as per MNRE guide line & Ecofriendly with suitable arrangement to operate new pump manually. |
| 231 | xiv) With third party inspection before dispatch. |
| 232 | 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. |
| 233 | The following details should be marked indelibly on the motor pump set |
| 234 | a) Name of the Manufacturer or Distinctive Logo. |
| 235 | b) Model Number. |
| 236 | c) Serial Number. |
| 237 | Solar submersible motor pump (SPV DC Type) |
| 238 | i) 2 HP (DC Pump) with 1800 wp minimum watt P.V. Panel as MNRE pump head Max Shut-off head up to 100 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) |
| 239 | Construction RCC Foundation for Steel structure staging & Solar panel . 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) |
| 240 | 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) |
| 241 | 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 |
| 242 | 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 |
| 243 | 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.(BCD-SOR) Part- A 7.2 C Case 1 |
| 244 | (a)Foundation for Steel structure staging |
| 245 | Footing (BCD-SOR-5.3.5.1) |
| 246 | 4nosx0.90mx0.90mx0.25m=0.81 m3 |
| 247 | Vertical Pedestal (BCD-SOR-5.3.14) |
| 248 | 4nosx0.30mx0.30mx0.95m=0.342 m3 |
| 249 | Tie Beam (BCD-SOR-5.3.6.1) |
| 250 | 4nosx0.25mx0.25mx1.135m=0.284 m3 |
| 251 | (b)Foundation for Solar panel |
| 252 | Footing (BCD-SOR-5.3.5.1) |
| 253 | 1nox0.90mx0.90mx0.25m=0.202 m3 |
| 254 | Vertical Pedestal |
| 255 | 1nox0.30mx0.30mx1.35m=0.122m3 |
| 256 | 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. |
| 257 | BCD-SOR-Part A 8.1 -page no 68 |
| 258 | (a)Foundation for Steel structure staging |
| 259 | Footing |
| 260 | 4nosx0.90mx0.90mx0.25m=0.81m3 |
| 261 | Vertical Column |
| 262 | 4nosx0.30mx0.30mx0.95m=0.342m3 |
| 263 | 4nosx0.25mx0.25mx1.135m=0.284m3 |
| 264 | (b)Foundation for Solar panel |
| 265 | Footing |
| 266 | 1nox0.90mx0.90mx0.25m=0.202m3 |
| 267 | Vertical Column |
| 268 | 1nox0.30mx0.30mx1.35m=0.122m3 |
| 269 | Total=1.76m3 |
| 270 | 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%) |
| 271 | For Structure :--- |
| 272 | 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. |
| 273 | (I)MS square Tube |
| 274 | 75mmx75mmx4.80mm thick for |
| 275 | vertical column([email protected]/m) |
| 276 | 4nosx4.5m=18.00mx9.66kgp/m =173.88kg |
| 277 | (II) MS square Tube |
| 278 | 75mmx75mmx4.80mm thick |
| 279 | support for Top([email protected]/m) |
| 280 | 12nosx2.00m=24.0mx9.66kgp/m =231.84kg |
| 281 | (III) Square Tube for Bracing |
| 282 | 40mmx40mmx3.20mm thick. |
| 283 | ([email protected]/m) |
| 284 | (a)For horizontal support beam |
| 285 | 8nosx1.85m=14.80mx3.49kgp/m =51.65kg |
| 286 | 8nosx2.4m=19.20mx3.49kgp/m =67.01kg |
| 287 | (b)For Triangular support Tube. |
| 288 | 8nosx0.50m=4.00mx3.49kgp/m =13.96kg |
| 289 | (c)Square Tube |
| 290 | 25mmx25mmx3.20mm thick. |
| 291 | for triangular ([email protected]/m) |
| 292 | 8nosx0.65m=5.20mx1.98kgp/m =10.30kg |
| 293 | (IV)For Railing Square Tube 25mmx25mmx3.20mm thick. |
| 294 | ([email protected]/m) |
| 295 | (a)Horizontal Beam |
| 296 | 4x2=8nosx2.10m=16.80mx1.98kg /m =33.26kg |
| 297 | (b)Vertical Beam |
| 298 | 4x4=16nosx0.55m=8.8mx1.98kg /m =17.424kg |
| 299 | (V)For Ladder Square Tube 25mmx25mmx2.50mm thick. |
| 300 | ([email protected]/m) |
| 301 | (a)Vertical Column |
| 302 | 2nosx7m=14.00mx1.74kg /m =24.36kg |
| 303 | (c)Steps |
| 304 | squareTube25mmx25mmx3.20thick |
| 305 | ([email protected]/m |
| 306 | 22nosx0.45m=9.9mx1.98kg/m =19.60kg |
| 307 | (VI)M.S. Plate 10mm thick |
| 308 | ([email protected]/sqm) |
| 309 | (a)Base Plate for column –4x1=4nos |
| 310 | Top & Bottom-------------------=8nos |
| 311 | Total=12nos |
| 312 | 12nosx0.250mx0.250 =0.75m2 |
| 313 | 0.75m2x78.50kg/m2 =58.875kg |
| 314 | (b)Stiffener plate at Bottom Column |
| 315 | support(Size-0.225x0.075)x10mm thick |
| 316 | 1x4x4=16nosx0.225x0.075=0.27m2 |
| 317 | =0.27m2x78.50kg/m2 =21.20kg |
| 318 | (VII) M.S. Plate 6mm thick |
| 319 | ([email protected]/sqm) |
| 320 | (a)For Horizontal & Diagonal |
| 321 | Beam connection –4x2=8nos |
| 322 | 16x0.25x0.06x0.006x7850=11.30kg |
| 323 | 8x0.15x0.04x0.006x7850=2.26kg |
| 324 | (b)Stiffener plate for Top angular |
| 325 | support |
| 326 | 16nosx0.20x0.060x0.006x7850=9.04kg |
| 327 | 8x0.15x0.06x0.006x7850=3.39kg |
| 328 | (VIII)M.S. Plate 3mm Thick |
| 329 | ([email protected]/sqm) |
| 330 | 2.1x2.1x0.003x7850 =103.86kg |
| 331 | (IX) Nut Bolt 16mm dia length 450mm ([email protected] each) |
| 332 | 16nosx1.112kg =17.80kg |
| 333 | (X)Nut Bolts of Various Sizes for fixing |
| 334 | of structure (Lump sum) =22.00kg |
| 335 | Total=893.01Kg |
| 336 | Steel Structure for Solor Panel |
| 337 | 100mmx100mmx4.8mm |
| 338 | 3mx14.60kg/m=43.80kg |
| 339 | 80mmx40mmx3.2mm |
| 340 | 2Nosx3.0x5.2kg /m= 31.2 kg |
| 341 | 25 mmx 25mmx6 mm |
| 342 | 2Nosx1.5 x4.08kg/m=12.24 kg |
| 343 | 91.5mmx91.5mmx4.5mm |
| 344 | 1.5mx11.88kg/m=17.82kg |
| 345 | Base Plate |
| 346 | 2Nosx0.25x0.25x0.001x7850= 0.98kg |
| 347 | Stiffner Plate |
| 348 | 4Nosx0.15x0.15x0.001x7850= 0.71kg |
| 349 | Nut Bolt |
| 350 | L.S. 2kg |
| 351 | Total:- 115.53kg |
| 352 | Grand Total:- 893.01+ 108.75= 1001.76kg |
| 353 | Information board for IEC |
| 354 | 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 DSR-2018-2019) |
| 355 | (I)Square Tube |
| 356 | 25mmx25mmx3.2mm thick |
| 357 | ([email protected]/m) |
| 358 | 2nosx1.50m=3.00m=3.00mx1.98kg/m =5.94kg |
| 359 | (II) Square Tube |
| 360 | 25mmx25mmx3.2mm thick |
| 361 | ([email protected]/m) |
| 362 | 3nosx1.20m=3.60m=3.60mx1.98kg/m =7.13kg |
| 363 | (III) M.S. Sheet 1mm thick. |
| 364 | ([email protected]/m2) |
| 365 | 1nosx1.50mx1.20m=1.80m2 |
| 366 | =1.80m2x7.85kgp/m2 =14.13kg |
| 367 | Total=27.20kg |
| 368 | Total=27.20kg |
| 369 | Materials and labour for vinyl painting of matter given by department in different color (As per Market Rate) |
| 370 | 1nox2.10mx0.60m=1.26m2 |
| 371 | 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(DWSD item No-01 M) |
| 372 | Transportation Charge |
| 373 | Lifting of 2000 Litrs Capacity Tank up to 4.5m height with lifting tools with rope and labour |
| 374 | Making hole in Tank |
| 375 | Making long screw in G.I. pipe including supplying and fitting jam nuts and extra socket etc. |
| 376 | Model Estimate for Laying of Rising and pipe line,costruction of Platform,bore chamber and soakpit. |
| 377 | Rising Main |
| 378 | Manufacture, supply and Delivery of following Nominal dia UPVC column pipes including PVC socket (Coupler), |
| 379 | 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 |
| 380 | 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 |
| 381 | Distribution |
| 382 | 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. PE-80 , PN- 10 (Item No-112M 1028) |
| 383 | 32 mm HDPE Pipe- |
| 384 | 20 mm HDPE Pipe- |
| 385 | Providing and fixing Gun Metal Gate valve with C I wheel of approved quality(screwed end).DSR 18.17.5 |
| 386 | 50 mm dia . |
| 387 | 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. MJP 19-20 sec-I-IX sl no -2(i) |
| 388 | Distribution |
| 389 | 32 mm HDPE Pipe- |
| 390 | 20 mm HDPE Pipe- |
| 391 | 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. DWSD 3.1.2(i) |
| 392 | Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I. DWSD 3.1.13 |
| 393 | (1) Elbow |
| 394 | (a) 15 mm dia. |
| 395 | (2) Reducer Socket - |
| 396 | (a) 20 x 15 mm dia. |
| 397 | (3) Nipple - |
| 398 | (a) 15 mm dia. |
| 399 | (4) Plain Socket - |
| 400 | (a) 15 mm dia. |
| 401 | 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. (JOSR DWSD 3.1.4.1) |
| 402 | Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I. DWSD 3.1.12 |
| 403 | 50 mm dia and weight not less than 1.5 Kg. |
| 404 | 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. DWSD 3.1.5.2 |
| 405 | 15 dia and weight not less than 400 Gm |
| 406 | 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. DSR 18.32.1 |
| 407 | Full way valve chamber |
| 408 | Supplying materials , labours and equipment's for construction of P.C.C. (1:2:4) Rectangular Platform with stand post 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.(As per Annexure I Attached) |
| 409 | P.C.C. (1:2:4) Rectangular Platform - |
| 410 | 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(As per Annexure-II Attached) |
| 411 | Constructoin of Soak Pit with Drain (As per Annexure-III Attached) |
| 412 | 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) |
| 413 | Hence O & M Cost for 1st year (Excluding Repair Charges) |
| 414 | O & M cost for 2nd Year = O & M for 1st Yr + 6% of O&M for 1st Year + Annual repairing Charges |
| 415 | O & M cost for 3rd Year =1.06 x 2st year |
| 416 | O & M cost for 4th Year =1.06 x 3rd year |
| 417 | O & M cost for 5th Year =1.06 x 4th year |
| 418 | Provision of one no SIM card & its recharging cost for RMC |
| 419 | ADD 18% GST |
| 420 | Add 1% L.cess Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 24, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 29, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 dayOct 30, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 2 daysTender Documents
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