Drinking Water And Sanitation Department Tender

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Drinking Water And Sanitation Department - DWSD Tender

Works
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date28 Jun 2024
Closing Date3 Jul 2024
Tender Amount₹ 5,22,158 
Notes
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Costs

Description

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BOQ Items

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Supplying all tools, tackles & lowering of 200 mm dia MS ERW casing pipe of 6mm wall thickness including welding charges, cost of pipe etc. all complete job. (DWSD Item 120)

30

52800

1760

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Supplying all materials, labour, tools & equipments for fitting & fixing 200mm dia MS cap over casing pipe complete job. (DWSD Item 120 B)

1

242

242

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Supplying materials and labours for constructing bore well chamber of 75B designation brick masonry chamber 600mmx450mm and 750mm deep internal dimension having 250mm thickness in cement mortar 1:6 including 12mm cement plaster 1:6 with 600mmx475mm RCC cover with earth work in excavation and 75mm thick PCC(1:3:6) in foundation and refilling all complete as per specification and direction of E/I (Annexure I Attached) (As per Old Model Estimate)

1

10581

10581

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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

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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)

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119000

119000

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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. (DWSD-3.1.1.1)

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9017

150.29

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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 (Item No-112M 1028)

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40 mm HDPE Pipe-

100

7570

75.7

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20 mm MDPE Pipe-

60

1500

25

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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. PE-80 , PN- 10

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907

907

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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. MJP 19-20 sec-I-IX sl no -2(i)

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40 mm HDPE Pipe-

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2300

23

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20 mm MDPE Pipe-

60

720

12

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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.

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1801

120.12

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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. DWSD 3.1.2(i)

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203

13.59

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

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(1) Elbow

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(a) 15 mm dia.

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1211

80.78

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(3) Nipple -

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(a) 15 mm dia.

15

1172

78.19

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(4) Plain Socket -

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(a) 15 mm dia.

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1154

76.99

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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. (JOSR DWSD 3.1.4.1)

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9349

623.29

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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. DWSD 3.1.5.2

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15 dia and weight not less than 400 Gm

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2993

199.58

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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. (As per Annexure II Attached)

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1.20 M x 0.90 M size P.C.C. (1:2:4) Rectangular Platform -

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21000

1400

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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 (Annexture I).

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2719

2719

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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. (3.1.1.2)

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4790

93.93

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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. (As per old model estimate)

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810

54

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O & M Cost for 1st year

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9000

9000

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O & M Cost for 2nd year

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9713

9713.05

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O & M Cost for 3rd year

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10295

10295.84

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O & M Cost for 4th year

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10913

10913.59

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O & M Cost for 5th year

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11568

11568.4

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Provision of one no SIM card &its recharging cost for RMC

5

4000

800

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18% GST

1

78862

78862.64

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1% labour Cess

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5169

5169.88



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