Drinking Water And Sanitation Department Tender
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Costs
EMD
₹ 6,36,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_DWSD_64596_6Bid Award Id
ViewTender No
JJM/SVS-CLU/SIM-12/2022-23Tender Authority
Drinking Water And Sanitation Department ViewPurchaser Address
-Website
http://https://jalshakti-ddws.gov.in/
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Documents
BOQ Items
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.
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i) The SPV modules should be as per IEC-61215 and IEC 61730 part 1.0)
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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.
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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.
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iv) The module mounting structure should be hot dip galvanized according to IS 4759.
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v) To enhance the performance of SPV water pumping system & arrangement for seasonal tilt angle Adjustment should be provided
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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)
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vii) Necessary protection such as lightening arrestor etc. should be provided to protect the controller & SPV
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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.
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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.
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x) The motor pump set should have a 5 years warranty.
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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)
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xii) The SPV controller must have IP-65 protection or must be housed in cabinet having at least IP-65 protection.
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xiii) The system should be as per MNRE guide line & Eco-friendly with suitable arrangement to operate new pump manually.
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xiv) With third party inspection before dispatch.
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xv) Fitting, fixing & mounting on water tank steel structure.
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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.
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The following details should be marked indelibly on the motor pump set
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a) Name of the Manufacturer or Distinctive Logo.
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b) Model Number.
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c) Serial Number.
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Solar submersible motor pump (SPV DC Type)
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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)
21
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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.
21
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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.
21
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Provision of solar night lamp.
21
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Construction RCC Foundation for Steel structure staging & Solar panel
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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)
91.85
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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)
5.1
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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
5.1
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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.
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(a)Foundation for Steel structure staging
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Footing
17.01
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Vertical Pedestal
11.83
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Tie Beam
5.7
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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.
3.36
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Filling in foundation and trenches and plinth in layers not exceeding 150mm thick well watered rammed,fully compacted and fine dresses with earth obtained excavation of foundation trencches within a lead of 50m and lift of 1.5m all complelte as poer building specification as direction of E/I..
73.29
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Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.
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Cement 10 KM lead
16.59
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Steel 10 KM lead
3.36
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Sand 36 KM lead
21.63
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Stone chips 11 KM lead
33.18
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Bricks 06 KM lead
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Construction of galvanized tubular Steel structure staging for (4.5m) HDPE water storage Tank& Solar Panel.
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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.
21830.13
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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.
571.2
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Materials and labour for vinyl painting of matter given by department in different color
26.46
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Installation of 2000 liters Capacity Water Storage Tank
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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
42000
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Transportation Charge
21
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Lifting of 2000 Litrs Capacity Tank up to 4.5m height with lifting tools with rope and labour
21
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Making hole in Tank
84
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Making long screw in G.I. pipe including supplying and fitting jam nuts and extra socket etc.
84
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Rising and Distribution Network with House Connection up to 10 Nos. including Platform & Stand post
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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.
1706.25
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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.
47.25
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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.
47.25
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Rising Main
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Manufacture, supply and Delivery of following Nominal dia UPVC column pipes including PVC socket (Coupler),
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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
315
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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
315
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Distribution Main
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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.
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63 mm HDPE Pipe
315
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50 mm HDPE Pipe
1050
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32 mm HDPE Pipe-
1680
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20 mm HDPE Pipe-
3150
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Providing and fixing Gun Metal Gate valve with C I wheel of approved quality (screwed end).
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65 mm dia
21
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50 mm dia .
21
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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.
21
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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.
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For Rising
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65 mm HDPE Pipe
315
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50 mm HDPE Pipe
315
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For Distribution
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65 mm HDPE Pipe
315
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50 mm HDPE Pipe
1050
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32 mm HDPE Pipe
1680
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20 mm HDPE Pipe
3150
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15 mm Dia GI Pipe
210
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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.
210
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Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I.
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Elbow 15 mm dia.
420
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Reducer Socket 20x15 mm dia.
210
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Nipple 15 mm dia.
420
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Plain Socket 15 mm dia.
420
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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.
210
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Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I.
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65 mm dia Full way valve
42
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50 mm dia and weight not less than 1.5 Kg.
21
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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.
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15 dia and weight not less than 400 Gm
210
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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.
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Full way valve chamber
21
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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.
210
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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.
21
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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.
1450.26
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Providing fitting & fixing 32 mm to 50 mm service HDPE saddle all complete job, as per approved design, specification and direction of E/I.
210
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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.
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Cement Lead 10 Km (avg.)
16.97
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Sand Lead 36 Km (avg.)
26.1
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Stone Chips Lead 11Km (avg.)
45.93
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Steel ReinforCement Lead 10 Km (avg.)
0.32
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Bricks Lead 06 Km (avg.)
693
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Annual Operation & Maintenance cost based on Existing D/T Well with solar motor pump for 5 years
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O & M Cost for 1st year
21
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O & M Cost for 2nd year
21
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O & M cost for 3rd Year
21
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O & M cost for 4th Year
21
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O & M cost for 5th Year
21
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Provision of one no SIM card & its recharging cost for RMC
105
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MODEL-1A WITH SOURCE (Drilled T/W 125/115 dia mm, 60M deep)
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Tube Well
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Drilling Portion
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Construction for 115/125 mm dia drilled Tube-Well for drilling in all kinds of soil rock for installation of hand pump with D.T.H Rig machine all complete including supplying all materials, labours, tools, drilling, rigs, air compressor and equipments as well as fuel lubricant for making 125/115 mm dia boring etcand cost of transporting rig machine and other vehicle up to site work as per specification and direction of Engineer-in-charge.
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(a) Up to 30mtr. Depth bellow G.L. in Rural Areas
450
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(b) Beyond 30mtr. In Rural Areas
450
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Providing all equipments and labour for lowering 125mm dia blue UPVC Casing pipe as casing for protecting the side from falling during the process of drilling all complete job including carriage of material to work site.
225
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Supplying labour cement and calcium chloride or bentonite solution and equipments for Grouting to Casing Pipe all complete job including carriage of material to work site as per specification & direction of E/I
15
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Supplying all tools, equipments and labour and doing washing, flushing and development of drilled tube well to give clean and clear water all complete as per direction E/I.
7.5
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Supplying all materials labours and equipment including 125 mm dia GI/CI cap 125 mm dia T/W properly all complete and taking it out as per specification & direction of E/I. (the cap will be property of department)
15
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Civil Portion
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Supplying all tools, equipment, labours and lowering 32 mm dia G.I. (Medium) pipe in DT in 3 mtr. Length all complete job as per direction of E/I. Including carriage of materials.
360
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Supplying all tools, Labour for fitting and fixing deep well cylinder with necessary connecting rod all complete job as per specification & direction of E/I.
15
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Supplying all materials, labours for fitting and fixing of India Mark II Hand Pump with all accessories all job complete as per direction of E/I. Including carriage of materials.
15
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Supplying all materials, labours and equipment for constructing PCC (1:2:4) circular platform around each drilled tube well including 12mm thick cement plaster (1:4) with neat cement punning over exposed surface as per UNICEF design etc. all complete. Including carriage of materials.
15
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Supplying all materials labour and equipment for constructing PCC (1:2:4) drain as per UNICEF Design etc. all complete .Including carriage of materials.
45
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Add Extra Item for Supplying tools, labours and materials for painting, numbering and year for construction of T/Well and taking of colour photograph with two or three nearest persons including platform, drain, soak pit and also longitude & latitude, details of T/W such as total depth, casing depth, static water level, drawdown, discharge, strata chart, beneficiary population etc in separate sheet/format all complete as per direction of E/I.
15
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COST OF MATERIALS
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cost of standard I.S.I. mark Deep Well Hand Pump for India mark-II, I.S.I. 15500 (Part 2) / 2004 with latest revision including 12mm x 3 meter long 8 no. Connecting Rods made of bright bar electro-galvanized fitted with coupler & normal stand assembly recommended for use with cylinder assembly suitable for bore well casing pipe.
15
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Cost of 32 mm dia GI pipe (Medium) 3 Mtrs long screwed at both ends with seamless socket as per IS:1239(Part 1990).
360
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Cost of 125 mm dia blue UPVC Casing Pipe as per I.S.12818/2016 CML no.- 5543459
225
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Solar Photovoltaic (SPV) Solar Submersible D.C. Water Motor Pump
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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.
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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.
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i) The SPV modules should be as per IEC-61215 and IEC 61730 part 1.0)
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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.
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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.
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iv) The module mounting structure should be hot dip galvanized according to IS 4759.
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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
-
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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.
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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.
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x) The motor pump set should have a 5 years warranty.
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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)
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xii) The SPV controller must have IP-65 protection or must be housed in cabinet having at least IP-65 protection.
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xiii) The system should be as per MNRE guide line & Eco-friendly with suitable arrangement to operate new pump manually.
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xiv) With third party inspection before dispatch.
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xv) Fitting, fixing & mounting on water tank steel structure.
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-
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.
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The following details should be marked indelibly on the motor pump set
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a) Name of the Manufacturer or Distinctive Logo.
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b) Model Number.
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c) Serial Number.
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Solar submersible motor pump (SPV DC Type)
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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)
15
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-
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.
15
-
-
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.
15
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-
Provision of solar night lamp.
15
-
-
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)
65.61
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-
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)
3.65
-
-
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
3.65
-
-
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.
-
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-
(a)Foundation for Steel structure staging
-
-
-
Footing
12.15
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-
Vertical Pedestal
8.45
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-
Tie Beam
4.07
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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.
2.4
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-
Filling in foundation and trenches and plinth in layers not exceeding 150mm thick well watered rammed,fully compacted and fine dresses with earth obtained excavation of foundation trencches within a lead of 50m and lift of 1.5m all complelte as poer building specification as direction of E/I..
52.35
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-
Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.
-
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-
Cement 10 KM lead
11.85
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Steel 10 KM lead
2.4
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Stone chips 11 KM lead
15.45
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-
Sand 36 KM lead
23.7
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Bricks 06 KM lead
-
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Construction of galvanized tubular Steel structure staging for (4.5m) HDPE water storage Tank& Solar Panel.
-
-
-
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.
15592.95
-
-
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.
408
-
-
Materials and labour for vinyl painting of matter given by department in different color
18.9
-
-
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
30000
-
-
Transportation Charge
15
-
-
Lifting of 2000 Litrs Capacity Tank up to 4.5m height with lifting tools with rope and labour
15
-
-
Making hole in Tank
60
-
-
Making long screw in G.I. pipe including supplying and fitting jam nuts and extra socket etc.
60
-
-
Rising and Distribution Network with House Connection up to 10 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.
1218.75
-
-
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.
33.75
-
-
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.
33.75
-
-
Rising Main
-
-
-
Manufacture, 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
225
-
-
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
225
-
-
Distribution Main
-
-
-
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.
-
-
-
63 mm HDPE Pipe
225
-
-
50 mm HDPE Pipe
750
-
-
32 mm HDPE Pipe-
1200
-
-
20 mm HDPE Pipe-
2250
-
-
Providing and fixing Gun Metal Gate valve with C I wheel of approved quality(screwed end).
-
-
-
65 mm dia
15
-
-
50 mm dia .
15
-
-
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.
15
-
-
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 Rising
-
-
-
65 mm HDPE Pipe
225
-
-
50 mm HDPE Pipe
225
-
-
For Distribution
-
-
-
65 mm HDPE Pipe
225
-
-
50 mm HDPE Pipe
750
-
-
32 mm HDPE Pipe
1200
-
-
20 mm HDPE Pipe
2250
-
-
15 mm Dia GI Pipe
150
-
-
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.
150
-
-
Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I.
-
-
-
Elbow 15 mm dia.
300
-
-
Reducer Socket 20x15 mm dia.
150
-
-
Nipple 15 mm dia.
300
-
-
Plain Socket 15 mm dia.
300
-
-
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.
150
-
-
Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I.
-
-
-
65 mm dia Full way valve
30
-
-
50 mm dia and weight not less than 1.5 Kg.
15
-
-
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
150
-
-
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
15
-
-
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.
150
-
-
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.
15
-
-
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.
1035.9
-
-
Providing fitting & fixing 32 mm to 50 mm service HDPE saddle all complete job, as per approved design, specification and direction of E/I.
150
-
-
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.
-
-
-
Cement Lead 10 Km (avg.)
12.12
-
-
Sand Lead 36 Km (avg.)
18.65
-
-
Stone Chips Lead 11 Km (avg.)
32.81
-
-
Steel ReinforCement Lead 10 Km (avg.)
0.23
-
-
Bricks Lead 06 Km (avg.)
495
-
-
Annual Operation & Maintenance cost based on Existing D/T Well with solar motor pump for 5 years
-
-
-
O & M Cost for 1st year
15
-
-
O & M Cost for 2nd year
15
-
-
O & M cost for 3rd Year
15
-
-
O & M cost for 4th Year
15
-
-
O & M cost for 5th Year
15
-
-
Provision of one no SIM card & its recharging cost for RMC
75
-
-
MODEL-1B WITHOUT SOURCE.
-
-
-
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)
192.72
-
-
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
11.53
-
-
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
133.1
-
-
Providing nominal mix PCC of (1:4:8) 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
16.39
-
-
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 staging
-
-
-
Footing and Vertical Pedestal Raft
51.99
-
-
Column
16.17
-
-
Tie Beam
8.58
-
-
(b)Foundation for Solar panel
-
-
-
Footing
4.44
-
-
Vertical Pedestal
2.68
-
-
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 staging
7.92
-
-
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.
-
-
-
Cement Lead 10 Km (avg.)
37.4
-
-
Sand Lead 36 Km (avg.)
57.64
-
-
Stone Chips Lead 11 Km (avg.)
88
-
-
Steel Reinforcement Lead 10 Km (avg.)
7.92
-
-
Bricks Lead 06 Km (avg.)
4312
-
-
Galvanized tubular Steel structure staging for HDPE water storage Tank& Solar Panel
-
-
-
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.
34578.06
-
-
Information board for IEC
-
-
-
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
598.4
-
-
Installation of 5000 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 5000.00 litres Capacity Water storage Tank
110000
-
-
Transportation Charge
22
-
-
Lifting of 5000 Litrs Capacity Tank up to 4.00m height with lifting tools with rope and labour
22
-
-
Making hole in Tank
88
-
-
Making long screw in G.I. pipe including supplying and fitting jam nuts and extra socket etc.
88
-
-
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.
3547.5
-
-
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
82.5
-
-
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
82.5
-
-
Rising Main
-
-
-
Manufacture, 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
330
-
-
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
330
-
-
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
330
-
-
50 mm HDPE Pipe
2200
-
-
32 mm HDPE Pipe
4400
-
-
20 mm HDPE Pipe
6600
-
-
Providing and fixing Gun Metal Gate valve with C I wheel of approved quality(screwed end).
-
-
-
65 mm dia
22
-
-
50 mm dia
22
-
-
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.
22
-
-
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 Rising
-
-
-
50 mm HDPE Pipe
330
-
-
65 mm HDPE Pipe
330
-
-
Distribution
-
-
-
65 mm HDPE Pipe
330
-
-
50 mm HDPE Pipe
2200
-
-
32 mm HDPE Pipe
4400
-
-
20 mm HDPE Pipe
6600
-
-
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.
440
-
-
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.
440
-
-
Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I.
-
-
-
Elbow 15 mm dia.
880
-
-
Reducer Socket 20x15 mm dia.
440
-
-
Nipple 15 mm dia.
880
-
-
Plain Socket 15 mm dia.
880
-
-
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.
440
-
-
Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I.
-
-
-
65 mm dia Full way valve
44
-
-
50 mm dia and weight not less than 1.5 Kg.
22
-
-
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
440
-
-
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
22
-
-
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.
440
-
-
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
22
-
-
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.
3015.32
-
-
Providing fitting & fixing 32 mm to 50 mm service HDPE saddle all complete job, as per approved design, specification and direction of E/I.
440
-
-
Cement Lead 10 Km (avg.)
17.78
-
-
Sand Lead 36 Km (avg.)
27.35
-
-
Stone Chips Lead 11 Km (avg.)
48.11
-
-
Steel ReinforCement Lead 10 Km (avg.)
0.33
-
-
Bricks Lead 06 Km (avg.)
726
-
-
Solar Photovoltaic (SPV) Solar Submersible D.C. Water Motor Pump
-
-
-
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.
-
-
-
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)
22
-
-
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.
22
-
-
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)
22
-
-
Provision of solar night lamp.
22
-
-
Annual Operation & Maintenance cost based on Existing D/T Well with solar motor pump for 5 years
-
-
-
O & M Cost for 1st year (Excluding Repair Charges)
22
-
-
O & M Cost for 2nd year with Annual Repair Charges
22
-
-
O & M cost for 3rd Year
22
-
-
O & M cost for 4th Year
22
-
-
O & M cost for 5th Year
22
-
-
Provision of one no SIM card & its recharging cost for RMC
110
-
-
MODEL-1B WITH SOURCE (Drilled T/W 125/115 dia mm, 60M Deep)
-
-
-
Tube Well
-
-
-
Drilling Portion
-
-
-
Construction for 115/125 mm dia drilled Tube-Well for drilling in all kinds of soil rock for installation of hand pump with D.T.H Rig machine all complete including supplying all materials, labours, tools, drilling, rigs, air compressor and equipments as well as fuel lubricant for making 125/115 mm dia boring etcand cost of transporting rig machine and other vehicle up to site work as per specification and direction of Engineer-in-charge.
-
-
-
(a) Up to 30mtr. Depth bellow G.L. in Rural Areas
960
-
-
(b) Beyond 30mtr. In Rural Areas
960
-
-
Providing all equipments and labour for lowering 125mm dia blue UPVC Casing pipe as casing for protecting the side from falling during the process of drilling all complete job including carriage of material to work site.
480
-
-
Supplying labour cement and calcium chloride or bentonite solution and equipments for Grouting to Casing Pipe all complete job including carriage of material to work site as per specification & direction of E/I
32
-
-
Supplying all tools, equipments and labour and doing washing, flushing and development of drilled tube well to give clean and clear water all complete as per direction E/I.
16
-
-
Supplying all materials labours and equipment including 125 mm dia GI/CI cap 125 mm dia T/W properly all complete and taking it out as per specification & direction of E/I. (the cap will be property of department)
32
-
-
Civil Portion
-
-
-
Supplying all tools, equipment, labours and lowering 32 mm dia G.I. (Medium) pipe in DT in 3 mtr. Length all complete job as per direction of E/I. Including carriage of materials.
768
-
-
Supplying all tools, Labour for fitting and fixing deep well cylinder with necessary connecting rod all complete job as per specification & direction of E/I.
32
-
-
Supplying all materials, labours for fitting and fixing of India Mark II Hand Pump with all accessories all job complete as per direction of E/I. Including carriage of materials.
32
-
-
Supplying all materials, labours and equipment for constructing PCC (1:2:4) circular platform around each drilled tube well including 12mm thick cement plaster (1:4) with neat cement punning over exposed surface as per UNICEF design etc. all complete. Including carriage of materials.
32
-
-
Supplying all materials labour and equipment for constructing PCC (1:2:4) drain as per UNICEF Design etc. all complete .Including carriage of materials.
96
-
-
Add Extra Item for Supplying tools, labours and materials for painting, numbering and year for construction of T/Well and taking of colour photograph with two or three nearest persons including platform, drain, soak pit and also longitude & latitude, details of T/W such as total depth, casing depth, static water level, drawdown, discharge, strata chart, beneficiary population etc in separate sheet/format all complete as per direction of E/I.
32
-
-
COST OF MATERIALS
-
-
-
cost of standard I.S.I. mark Deep Well Hand Pump for India mark-II, I.S.I. 15500 (Part 2) / 2004 with latest revision including 12mm x 3 meter long 8 no. Connecting Rods made of bright bar electro-galvanized fitted with coupler & normal stand assembly recommended for use with cylinder assembly suitable for bore well casing pipe.
32
-
-
Cost of 32 mm dia GI pipe (Medium) 3 Mtrs long screwed at both ends with seamless socket as per IS:1239(Part 1990).
768
-
-
Cost of 125 mm dia blue UPVC Casing Pipe as per I.S.12818/2016 CML no.- 5543459
480
-
-
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)
280.32
-
-
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
16.64
-
-
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
193.6
-
-
Providing nominal mix PCC of (1:4:8) 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
23.84
-
-
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 staging
-
-
-
Footing and Vertical Pedestal Raft
75.62
-
-
Column
23.52
-
-
Tie Beam
12.48
-
-
(b)Foundation for Solar panel
-
-
-
Footing
6.46
-
-
Vertical Pedestal
3.9
-
-
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 staging
11.52
-
-
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.
-
-
-
Cement Lead 10 Km (avg.)
54.4
-
-
Sand Lead 36 Km (avg.)
83.84
-
-
Stone Chips Lead 11 Km (avg.)
128
-
-
Steel Reinforcement Lead 10 Km (avg.)
11.52
-
-
Bricks Lead 06 Km (avg.)
6272
-
-
Galvanized tubular Steel structure staging for HDPE water storage Tank& Solar Panel
-
-
-
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.
50295.36
-
-
Information board for IEC
-
-
-
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
870.4
-
-
Installation of 5000 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 5000.00 litres Capacity Water storage Tank
160000
-
-
Transportation Charge
32
-
-
Lifting of 5000 Litrs Capacity Tank up to 4.00m height with lifting tools with rope and labour
32
-
-
Making hole in Tank
128
-
-
Making long screw in G.I. pipe including supplying and fitting jam nuts and extra socket etc.
128
-
-
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.
5160
-
-
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
120
-
-
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
120
-
-
Rising Main
-
-
-
Manufacture, 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
480
-
-
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
480
-
-
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
480
-
-
50 mm HDPE Pipe
3200
-
-
32 mm HDPE Pipe
6400
-
-
20 mm HDPE Pipe
9600
-
-
Providing and fixing Gun Metal Gate valve with C I wheel of approved quality(screwed end).
-
-
-
65 mm dia
32
-
-
50mm dia
32
-
-
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.
32
-
-
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 Rising
-
-
-
50 mm HDPE Pipe
480
-
-
65 mm HDPE Pipe
480
-
-
Distribution
-
-
-
65 mm HDPE Pipe
480
-
-
50 mm HDPE Pipe
3200
-
-
32 mm HDPE Pipe
6400
-
-
20 mm HDPE Pipe
9600
-
-
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.
640
-
-
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.
640
-
-
Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I.
-
-
-
Elbow 15 mm dia.
1280
-
-
Reducer Socket 20x15 mm dia.
640
-
-
Nipple 15 mm dia.
1280
-
-
Plain Socket 15 mm dia.
1280
-
-
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.
640
-
-
Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I.
-
-
-
65 mm dia Full way valve
64
-
-
50 mm dia and weight not less than 1.5 Kg.
32
-
-
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
640
-
-
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
32
-
-
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.
640
-
-
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
32
-
-
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.
4385.92
-
-
Providing fitting & fixing 32 mm to 50 mm service HDPE saddle all complete job, as per approved design, specification and direction of E/I.
640
-
-
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.
-
-
-
Cement Lead 10 Km (avg.)
25.86
-
-
Sand Lead 36 Km (avg.)
39.78
-
-
Stone Chips Lead 11 Km (avg.)
69.98
-
-
Steel ReinforCement Lead 10 Km (avg.)
0.48
-
-
Bricks Lead 06 Km (avg.)
1056
-
-
Solar Photovoltaic (SPV) Solar Submersible D.C. Water Motor Pump
-
-
-
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.
-
-
-
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)
32
-
-
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.
32
-
-
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)
32
-
-
Provision of solar night lamp.
32
-
-
Annual Operation & Maintenance cost based on Existing D/T Well with solar motor pump for 5 years
-
-
-
O & M Cost for 1st year (Excluding Repair Charges)
32
-
-
O & M Cost for 2nd year with Annual Repair Charges
32
-
-
O & M cost for 3rd Year
32
-
-
O & M cost for 4th Year
32
-
-
O & M cost for 5th Year
32
-
-
Provision of one no SIM card & its recharging cost for RMC
160
-
-
Add GST @ 18%
1
-
-
Add Labourcess @ 1%
1
-
-
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