Drinking Water And Sanitation Department Tender

Supplying all materials, labours, tools & equipments for fitting and fixing 200 mm Dia MS cap over casing pipe etc all complete job.

Provision of 1 HP DC solar Motor pump complete Set. 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) Fitting, fixing & mounting on water tank steel structure. (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. Solar submersible motor pump (SPV DC Type) 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)

Provision of solar night lamp

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) (BCD-SOR-5.1.1+5.1.2) Foundation for Steel structure staging 4nosx0.9mx0.9mx1.35m=4.374m3

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)(BCD-SOR-5.1.10) Foundation for Steel structure staging - 4nosx0.9mx0.9mx0.075m=0.243m3

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(BCD-SOR-5.3.1.2)Foundation for Steel structure staging 4nos x 0.9m x 0.9m x 0.075m = 0.243m3

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. Foundation for Steel structure staging Footing (BCD-SOR-5.3.1.1) 4nosx0.90mx0.90mx0.25m=0.81 m3

Vertical Pedestal (BCD-SOR-5.3.2.1) 4nosx0.35mx0.35mx1.15m=0.5635 m3

Tie Beam (BCD-SOR-5.3.2.1) 4nosx0.25mx0.25mx1.085m=0.27125 m3

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.BCD-SOR-5.5.5 Total= 0.16MT

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 E/I. (80% of earthwork)

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+Rod (20km) 0.95 MT

Sand (20km) 1.03m³

Stone chips (20km) 1.58m³

Construction of galvanized tubular steel structure staging 4.5 Meter for SDPE 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 including necessary nut bolt complete as per approved drawing.

Providing structural steel work in trusses other similar trussed purlins and members with bracing gusset plates etc as per detailed design and drawing or as directed by Engineer- in-charge including cutting fabricating hoisting erecting and fixing in position making reverted bolted welded connections one coat of anticorrosive paint and over it two coats of oil painting etc complete (MJP DSR-2018-2019) (I)Square Tube 25mmx25mmx3.2mm thick 2nosx 1.50m=3.00m=3.00mx1.98kg/m=5.94kg (II) Square Tube 25mmx25mmx3.2mm thick 3nosx1.20m=3.60m=3.60mx1.98kg/m =7.13kg (III) M.S. Sheet 1mm thick.1nosx1.50mx1.20m=1.80m2 1.80m2x 7.85kg p/m2 =14.13 kg Total=27.20kg

Materials and labour for vinyl painting of matter given by department in different color (As per Market Rate). 1nox2.10mx0.60m=1.26m2

Supplying & installation of 2000 ltrs Capacity water storage Tank. Providing and fixing HDPE container Syntex or alike one piecemolded water tank made out of low density polythyler andbuilt corrugation including of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overflow of all tanks capacity 2000.00 litres Capacity Water storage Tank(DWSD item No-01 M)

Transportation Charge

Lifting of 2000 Litrs Capacity Tank up to 4.5m height with lifting tools with rope and labour

Making hole in Tank

Making long screw in G.I. pipe including supplying and fitting jam nuts and extra socket etc.

Laying of Rising & Distribution pipe line work including House Connection. 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. (DWSD-3.1.1.1) For Rising Main 50 mm HDPE Pipe- 15 M x 0.50 M x 0.50 M = 3.75 65 mm HDPE Pipe- 15 M x 0.50 M x 0.50 M = 3.8 Distribution 63 mm HDPE Pipe- 15 M x 0.50 M x 0.50 M = 3.75 50 mm HDPE Pipe- 50 M x 0.50 M x 0.50 M = 12.50 32 mm HDPE Pipe- 80 M x 0.50 M x 0.50 M = 20.00 20 mm HDPE Pipe- 150 M x 0.50 M x 0.50 M = 37.50 Total- 81.25

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 BCD-5.10.2 30mx0.5mx0.15m=2.25m3

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- BCD-5.3.1.1 30mx0.5mx0.15m=2.25m3

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

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

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. PE-80 , PN- 10 (Item No-112M 1028) 63 mm HDPE Pipe

50 mm HDPE pipe

32mm HDPE pipe

20mm MDPE pipe

Providing and fixing Gun Metal Gate valve with C I wheel of approved quality(screwed end).DSR 18.17.5 50mm Dia

65mm Dia

Providing and supplying High Density Polyethylene (HDPE ) fittings of 20 mm to 225 mm OD and pressure 6.0 Kg/cm2 and 10 Kg/cm2 suitable for water supply which is available in all standard conforming to ISI -- 4984/14151/12786/13488,ISO 4427 , DIN-8074 materials rates are Ex-factory excluding transportation, taxes and duties. PE-80 , PN- 10

Lowering, Laying and Jointing H. D. P. E./M. D.P. E. pipes in proper position including all specials by compression fitting/electro fusion and butt fusion jointing procedure as per relevant IS Code complete with all materials for jointing procedure like Electro fusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II. MJP 19-20 sec-I-IX sl no -2(i) Rising 50mm HDPE pipe

65mm HDPE pipe

Distribution 65mm HDPE pipe

50mm HDPE pipe

32mm HDPE pipe

20mm MDPE pipe

Providing 15mm dia G.I pipe tata or equivalent make s per IS 1239( part 1/2004) ISI mark/medium quality in stand post

Supplying all materials , labour and tools for fixing 15 mm dia G.I. pipes with Red lead and yarn of following nominal bore with screwed and socketed joints on wall, ceiling and floor including supplying and fitting of wall hooks or pipe clamps, wooden plugs, cutting pipes to size and threading ends if required etc. all complete as per specification and direction of Engineer-in-Charge. DWSD 3.1.2(i)

Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I. DWSD 3.1.13 Elbow 15mm Dia

Reducer socket 20x15mm Dia

Nipple 15mm Dia

Plain Socket 15mm Dia

Supplying and fixing G.M. ferrule of approved make in existing C.I./D.I. main Including drilling and taping C.I./D.I. main all complete as per specification and direction of E/I. 3 mm, 6 mm 10 mm dm ferrule weight not less than 425 gram. (JOSR DWSD 3.1.4.1)

Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I. DWSD 3.1.12 50mm Dia and wt. not less than 1.5kg

65mm Dia full way valve

Providing and fixing of male ended C.I.Body brass spindle valve and seat Bib cock of approved quality with extra socket all complete as per specification and direction of E/I. DWSD 3.1.5.2 15 dia and weight not less than 400 Gm

Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design.With common burnt clay F.P.S.(non modular) bricks of class designation 7.5. DSR 18.32.1 Full way valve chamber

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. 1.2mx0.9m size PCC (1:2:4) rectangular platform

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

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. (3.1.1.2) 85% of exacavated quanitity quantity as per item no 26 243.75m3 x 85%= 207.1875m3

Providing fitting & fixing 32 mm to 50 mm service HDPE saddle all complete job, as per approved design, specification and direction of E/I.

Annual Operation & Maintenance cost based on HYDT with solar motor pump for 5 years.

GST(18%)

Labour Cess(1%)