Tender For Construction Of Rural Water Supply Scheme With 1.0 Hp Dc Solar Motor Pump Complete Set & Hydt Of 200/165Mm Dia, 180 Mtrs Depth With 5 Years Om In Patlabari Village Beech Tola Kaliasol Block To Supply Water 2000Lph At Least 15/30 Year For 2
Tender Value
10.89 Lakhs
Estimated cost
Bid Submission
17 Jul 2026
12 days left
EMD
22000
Bank guarantee accepted
Document Fee
2500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Dhanbad → Jharkhand
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Rural Water Supply Scheme With 1.0 Hp Dc Solar Motor Pump Complete Set & Hydt Of 200/165Mm Dia, 180 Mtrs Depth With 5 Years Om In Patlabari Village Beech Tola Kaliasol Block To Supply Water 2000Lph At Least 15/30 Year For 24 X 7 Supply Under D.W. & S. Mechanical Division Dhanbad.
BOQ
| Sl. No. | Item Description |
| 1 | Construction of 200 /165 mm dia & 180 mtr depth HYDT with Bore well chamber.Cost of drilling 200mm x 150mm x 150meter 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 equipment, 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.(i) From 0 - 50 meter |
| 2 | (ii) From 50 - 150 meter onwards |
| 3 | 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. |
| 4 | Supplying all materials, labours, tools &equipments for fitting & fixing 200mm dia MS Cap over Casing pipe complete job. |
| 5 | Cost of Brick Masonary ChamberAnalysis attached |
| 6 | 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) Foundation for Steel structure staging2x4nosx1.10mx1.10mx1.45m=14.04 m3Total=14.04m3 |
| 7 | 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)Foundation for Steel structure staging2x4nosx1.10mx1.10mx0.08m=0.77m3 Total=0.77m3 |
| 8 | 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/I2x4nosx1.10mx1.10m=9.68 m2 Total=9.68m2 |
| 9 | Providing nominal mix PCC 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/IFoundation for Steel structure staging2x2.50mx2.50mx0.10m=1.25 m3 Total=1.25 m3 |
| 10 | 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.(a)Foundation for Steel structure stagingFooting and Vertical PedestalRaft (2x2.335mx2.335mx0.25m)=2.73 m32x4nosx0.50mx0.50mx1.00m =2.0 m3Total - 4.73 |
| 11 | Column2x4nosx0.35mx0.35mx1.5m= 1.47 m3 |
| 12 | Tie Beam 2x4nosx0.30mx0.30mx1.085m= 0.78 m3 |
| 13 | 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. (a)Foundation for Steel structure stagingAs per Item-5, Total quantity of RCC=6.98Total quantity of Steel @ 120.00 kg/m3 =6.98 x 120 Kg/m3 |
| 14 | 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%) |
| 15 | Construction of galvanized tubular Steel structure staging for HDPE water storage Tank& Solar Panel.For Structure :--- 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.(I) LEG PIPE-91.5x91.5x4.8mm thick (square pipe)4nos.x6mx13.7kg/m=328.80 kg(II) BASE PLATE-300mmx12mm thick (plate)4nos.x0.3mx28.26kg/m=33.91kg(III) STIFFENER-100mmx10mm of thick (flat)32nosx0.15m.x7.85kg/m=37.68 kg(IV) TOP FLANGE-300mmx10mm of thick (plate)4nos.x0.3mx23.55kg/m=28.26 kg(V) FRAME BASE PLATE-300mmx8mm of thick (plate)4nosx0.3m.x18.84kg/m=22.61kg(VI)UPPER STIFFENER-40mmx6mm of thick (flat)16nos.x0.1mx1.9kg/m=3.04kg(VII) a. GUSSET PLATE ON MAIN LEG-184mmx6mm of thick (plate)32nos.x0.225mx8.7kg/m=62.64kgb. GUSSET PLATE ON HORIZONTAL BRACING-178mmx6mm of thick (plate)16nos.x0.244mx8.4kg/m=32.79kg(VIII) HORIZONTAL BRACING-65mmx65mmx6mm of thick (angle)16nos.x1.324mx4.9kg/m=103.80kg(IX) DIAGONAL BRACING-50mmx50mmx6mm of thick (angle)32nos.x1.386mx3.8kg/m=168.54kg(X) UPPER STIFFNER-100mmx10mm of thick (flat)16nos.x0.15mx7.85kg/m=18.84kg(X) a. BASE OF TANK-72mmx72mmx4.8mm of thick (square pipe)2nos.x2.5mx9.66kg/m=48.30kgb. BASE OF TANK-72mmx72mmx4.8mm of thick (square pipe)4nos.x1.363mx9.66kg/m=52.67kgc. BASE OF TANK-72mmx72mmx4.8mm of thick (square pipe)4nos.x0.46mx9.66kg/m=17.77kgd. BASE OF TANK-72mmx72mmx4.8mm of thick (square pipe)2nos.x9.66kg/m=19.32kge. BASE OF TANK-72mmx72mmx4.8mm of thick (square pipe)0.4965mx0.299mx16nos.x9.66kg/m=22.94kgf. BASE OF TANK-72mmx72mmx4.8mm of thick (square pipe)Gusset Plate 244x178x6mm Thick 4 Nos4nos.x0.425mx9.66kg/m=16.42kg(XI) a. LADDER JOINT CLIET-65mmx65mmx5mm of thick (angle)2nos.x0.05mx4.9kg/m=0.49kgb. LADDER-35mmx35mmx5mm of thick (angle)4nos.x3mx2.7kg/m=32.40kgc. Horizontal Support Angle 40x40x5mm Thick- 300mm Long 20 nos d. LADDER-35mmx35mmx5mm of thick (angle)2nos.x2.05mx2.7kg/m=11.07kge. Horizontal Support Angle40x40x5mm Thick- 300mm 7 nosHorizontal Support Anglef. LADDER JOINT CLIET-40mmx40mmx5mm of thick (angle)2nos.x0.166mx3kg/m=1.00kg(XII) a.FRAME RAILING PIPE-25mmx25mmx2.8mm of thick (square pipe)4nos.x2.05mx2.2kg/m=18.04kgb.FRAME RAILING PIPE-25mmx25mmx2.8mm of thick (square pipe)12nos.x0.775mx2.2kg/m=20.46kg(XIII) G.I. SHEET-2500mmx1250mmx3mm of thick 2nos.x2.5mx29.5kg/m=147.50kg(XIV) FOUNDATION BOLT-20mm of thick (M20)16nos.x1.2mx2.47kg/m=47.42kgWeight after Galvanising @ 4%Total |
| 16 | (XV) HARDWARE (L.S.)TotalSteel Structure for Solar Panel (I) MAIN LEG PIPE-100mmx100mmx4.8mm thick (square pipe) 1nos.x3mx15kg/m=45kg (II) BASE PLATE-300mmx12mm thick (plate) 0s.x0.3mx28.26kg/m =8.478kg (III) STIFFENER-100mmx10mm of thick (flat) 4nosx0.15m.x10.78kg/m=6.468 kg (IV) CLAMP-50mmx6mm of thick (flat) 2nos.x0.35mx2.36kg/m=1.652 kg (V) RAFTER-91.5mmx91.5mmx4.5mm of thick (square pipe) 1no.x1.8mx12.9kg/m=23.22 kg (VI) RAFTER JOINT PLATE-100mmx10mm of thick (flat) 2nos.x0.2mx10.78kg/m=4.312 kg (VII) PERLIN-80mmx40mmx3.2mm of thick (tube) 2nos.x 3mx 6kg / m =36 kg (VIII) PERLIN SUPPORT PIPE-25mmx25mmx2.6mm of thick (square pipe) 2nos.x1.58mx2kg/m=6.32kg (IX) ADJUST MEMBER-25mmx25mmx2.6mm of thick (square pipe) 1nos.x1mx2kg/m=2kg (X) PERLIN JOINT MEMBER-100mmx100mmx8mm of thick (angle) 2nos.x0.05mx10.2kg/m=1.02kg (XI) HARDWARE (L.S.)2kg (XII) FOUNDATION BOLT-550mmx20mm of thick (round M-20) 4nosx0.55m.x2.47kg/m=5.43kgTotal Weight after Galvanising @ 4% |
| 17 | Information board for IECProviding 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)(I)Square Tube25mmx25mmx3.2mm thick([email protected]/m)2nosx1.50m=3.00m=3.00mx1.98kg/m =5.94kg (II) Square Tube25mmx25mmx3.2mm thick([email protected]/m)3nosx1.20m=3.60m=3.60mx1.98kg/m =7.13kg (III) M.S. Sheet 1mm thick.([email protected]/m2)1nosx1.50mx1.20m=1.80m2=1.80m2x7.85kgp/m2 =14.13kg Total=27.20kg |
| 18 | Provision of Installation of 5000 liters Capacity Water Storage Tank including its Transportation & FittingsProviding 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. |
| 19 | Transportation Charge |
| 20 | Lifting of 5000 Litrs Capacity Tank up to 4.00m height with lifting tools with rope and labour |
| 21 | Making hole in Tank |
| 22 | Making long screw in G.I. pipe including supplying and fitting jam nuts and extra socket etc. |
| 23 | Rising and Distribution Network with House Connection up to 20 Nos. including Platform & Stand post.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 50 mm HDPE Pipe-15 M x 0.50 M x 0.50 M = 3.7565 mm HDPE Pipe-15 M x 0.50 M x 0.50 M = 3.75Distribution 63 mm HDPE Pipe- 15 M x 0.50 M x 0.50 M = 3.7550 mm HDPE Pipe- 150M x 0.50 M x 0.50 M = 37.5032 mm HDPE Pipe- 250M x 0.50M x 0.50 M = 62.5020 mm HDPE Pipe- 300 M x 0.50 M x 0.50 M =75.00Total- 186.25 |
| 24 | 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 50.0 M x 0.50 M x 0.15 M = 3.75 |
| 25 | 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- 50.00 M x 0.50 M x 0.15 M = 3.75 |
| 26 | Rising MainManufacture, supply and Delivery of following Nominal dia UPVC column pipes including PVC socket (Coupler), 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 |
| 27 | 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 |
| 28 | Distribution 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.63 mm HDPE Pipe- 15.00 |
| 29 | 50 mm HDPE Pipe- 150.00 |
| 30 | 32 mm HDPE Pipe-=250.00 |
| 31 | 20 mm HDPE Pipe- MJP 19-20 sec-I-X sl no -1A= 300.00 |
| 32 | Providing and fixing Gun Metal Gate valve with C I wheel of approved quality(screwed end).50 mm dia . |
| 33 | 65mm dia |
| 34 | 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. (10%of HDPE & UPVC pipe Cost) |
| 35 | 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.For Rising50 mm HDPE Pipe- =15.0 |
| 36 | 65 mm HDPE Pipe- =15.0 |
| 37 | Distribution65 mm HDPE Pipe-=15.00 |
| 38 | 50 mm HDPE Pipe-=150.00 |
| 39 | 32 mm HDPE Pipe-=250.00 |
| 40 | 50 mm HDPE Pipe-=300.00 |
| 41 | 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. |
| 42 | 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 in trenches with red lead and yarn with socket etc. all complete as per specification and direction of Engineer-in-Charge. 1.00 M x 20.00 Nos. = 20.00 |
| 43 | Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I. (1) Elbow(a) 15 mm dia. |
| 44 | (2) Reducer Socket -(a) 20 x 15 mm dia. |
| 45 | (3) Nipple -(a) 15 mm dia. |
| 46 | (4) Plain Socket -(a) 15 mm dia. |
| 47 | 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. |
| 48 | 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 |
| 49 | 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 = 1 |
| 50 | 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.1.20 M x 0.90 M size P.C.C. (1:2:4) Rectangular Platform = 20 |
| 51 | 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. –Qty. As per item No. -1 (186.25 M3 x 85% ) |
| 52 | Providing fitting & fixing 32 mm to 50 mm service HDPE saddle all complete job, as per approved design, specification and direction of E/I. |
| 53 | Supply & Installation of Solar Photovoltaic (SPV) Solar 1 HP Submersible D.C. Water Motor PumpDesigning, Supplying, Installation, Testing & Commissioning with all tools & Parts of following Solar Photovoltaic (SPV) Solar Submersible D.C. Water Motor Pump Suitable for minimum 125mm x 115mm bore well as per MNRE Guideline with following specifications & accessories. SPV arrays contains specified No of same capacity type & specification modules connected to series or parallel to obtained the required voltage & current the power output of individual PV modules should be minimum 200 watt peak. i) The SPV modules should be as per IEC-61215 and IEC 61730 part 1.0) ii) All external parts of motor pump used in submersible pump which are in contact of water is stainless steel grade 303 or higher as required.iii) The PV modules 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.iv) The module mounting structure should be hot dip galvanized according to IS 4759. v) To enhance the performance of SPV water pumping system & arrangement for seasonal tilt angle Adjustment should be provided 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) vii) Necessary protection such as lightening arrestor etc. should be provided to protect the controller & SPV 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. ix) All cable used shall be as per IS 694. Suitable size of cable shall be used in sufficient length for inter connection between the SPV array to SPV controller and SPV controller to solar power pump. Provision of cable shall be as per IS 14536. x) The motor pump set should have a 5 years warranty. xi) Control panel suitable for motor pump with arrangement of dry run & over flow protection sensor, float switch & rain prevention box. (As per MNRE Specification) xii) The SPV controller must have IP-65 protection or must be housed in cabinet having at least IP-65 protection. xiii) The system should be as per MNRE guide line & Eco-friendly with suitable arrangement to operate new pump manually. xiv) With third party inspection before dispatch.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. The following details should be marked indelibly on the motor pump set a) Name of the Manufacturer or Distinctive Logo. b) Model Number. c) Serial Number. Solar submersible motor pump (SPV DC Type)i) 1 HP (DC Pump) with 900 WP minimum watt P.V. Panel as MNRE pump head Max Shut-off head up to 120 mtrs. For higher or lower head or in between various modules output could be decided on prorates basis. (As per latest guide line of MNRE) |
| 54 | O & M CostHence O & M Cost for 1st year (Excluding Repair Charges) |
| 55 | O & M cost for 2nd Year = O & M for 1st Yr + 6% of O&M for 1st Year + Annual repairing Charges |
| 56 | O & M cost for 3rd Year =1.06 x 2st year |
| 57 | O & M cost for 4th Year =1.06 x 3rd year |
| 58 | O & M cost for 5th Year =1.06 x 4th year |
| 59 | Provision of one no SIM card & its recharging cost for RMC (@Rs.800.00 Per Year) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 02, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysJul 18, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 13 daysTender Documents
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