Drinking Water And Sanitation Department Tender

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Drinking Water And Sanitation Department - DWSD Tender

Works
Energy, Oil and Gas
Solar Installation and Products
Electrical and Electronics
Eprocure
Opening Date2 Aug 2024
Closing Date10 Aug 2024
Tender Amount₹ 12,00,824 
Notes
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Costs

Summary

Construction Of Solar Based Mini Water Supply Scheme With 2hp Dc Solar Motar Pump On 300mmx 125mmx90.0 M Deep Gpt Having Potential To Supply Water 2000 Lph Minimum In Panchayat Domjuri Village Banabura Tola Main Tola Of Block Bahragora Gr-01

Description

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BOQ Items

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Drilling in all kinds of soil and rock in rural areas with D.T.H. Rig Machine, all complete including supplying of all materials, labour, tools, drilling rig machine ,air compressor and equipment’s as well as fuel, lubricants for making 115mmdia boring and cost of transportation charge of rig machine and other vehicle to site the work site as per specification & direction of E/I. DWSD Item 121 (ii)

42

21159

503.8

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Cost of 125 mm dia blue UPVC Casing Pipe as per IS:12818:2016 CML no- 5543459. (DWSD 108)

33

18870

571.83

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Supplying all materials, labour and inserting UPVC blue pipe 125 mm internal dia casing pipe for protecting the bore hole in over burden up to hard surface as per IS 12818-1392 with latest revision all complete job with taxes as per specification and direction of E/I Supplying all materials, labour and inserting UPVC blue pipe 125 mm internal dia casing pipe for protecting the bore hole in over burden up to hard surface as per IS 12818-1392 with latest revision all complete job with taxes as per specification and direction of E/I. (DWSD Item 125)

33

509

15.45

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Providing and fixing centralizing guide to the well assembly at each and of slotted pipe to keep the assembly in the center of the hole so that to provide an even thickness of gravel pack. (From Old Model Estimate)

3

450

150

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Supplying labours and equipment’s including 125mm dia G.I. Cap & fitting and fixing over the casing pipe of bore well properly and taking it out as per direction of E/I (The Cap will be the property of Contractor) Supplying labours and equipment’s including 125mm dia G.I. Cap & fitting and fixing over the casing pipe of bore well properly and taking it out as per direction of E/I (The Cap will be the property of Contractor). DWSD Item 128

1

154

154

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Providing gravel packing with approved best quality gravel in uniformly graded size between 3.16mm(1/8’’)to 9.53mm(3/8’’) including collection ,stacking ,washing &packing in the annular space between the bore hole and the other surface of casing pipe in layer of suitable thickness in the under space as required rate by manual , including all lead& lift ,tec. All complete as per direction of E/I (From Old Model Estimate)

2.55

4628

1815

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Providing & supplying all labours, tools and plant for developing the gravel packed T/Well by use of compressed air for minimum 8 hours complete to make T/Well free from sand as per direction of E/I.

1

6600

6600

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Supplying of 125 mm dia. Ribbed screen pipe confirming to IS:12818:2016 (CML no- 1543459) latest revision including carriage. (DWSD Item 134)

15

10931

728.75

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Provision of 2 H.P. D.C. Solar Motor Pump Complete Set

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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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(A) 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 & Ecofriendly with suitable arrangement to operate new pump manually.

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xiv) With third party inspection before dispatch.

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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.

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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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(B) Solar submersible motor pump (SPV DC Type)

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i) 2 HP (DC Pump) with 1800 wp minimum watt P.V. Panel as MNRE pump head Max Shut-off head up to 100 mtrs. For higher or lower head or in between various modules output could be decided on prorates basis. (As per latest guide line of MNRE)

1

170820

170820

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Provision of solar night lamp.

1

1000

1000

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8000 Litre Capacity R.C.C. Water Tank (2.1x2.1x2.1m Internal size) with 8 M staging having Utility Room at Ground Level

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Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-B ) and disposal of excavated earth as obtained to a distance up to 50 m 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. BCD-5.1.01+5.1.02

20.11

3365

167.33

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Providing P.C.C.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 2.5 to 3 including screening, mixing cement concrete in mixer and placing in position,vibrating,curing,taxes and royalty all complete as per building specification direction of E/I. (5.3.1.2)

1.59

7292

4598.23

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Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, 'plywood form work, bully/steel propups, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (excluding M.S. or Tor reinforcement) Section-G-Plain and Reinforced Cement Concrete-item 2 (M.J.P)

2.8

20176

7206

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Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, 'plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only.Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement) For RCC M-250 grade Column Section-G-Plain and Reinforced Cement Concrete-item 3 (MJP)

1.96

16790

8549

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A. Column Utility Room. Roof beam to Tank beam M-25-Rate-7338+10%

1.26

10771

8549

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B. Column Tank beam to tank Roof M-30-Rate-7347+10%

0.36

3077

8549

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Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, 'plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement) For RCC M-250 grade Beams/Braces/Lintels -Section-G-Plain and Reinforced Cement Concrete-item 4 & 5 (MJP)

1.14

9559

8400

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Beam of Tank Floor M-30

0.54

4656

8624

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Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, 'plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement) For RCC M-300 grade Slabs / Landings / Vertical Walls Section-G-Plain and Reinforced Cement Concrete-item 5 (MJP)

4.11

37995

9247

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Tank Roof top M-25 landing

0.98

8801

9009

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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 including cost of materials,labours,royalityand taxes all complete as per building specification and direction of E/I.(Mode of measurement-compacted volume).BCD-5.1.10

0.38

226

589.51

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Providing designation 100 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. BCD-5.6.1

3.99

1422

356.52

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Filling in foundation trenches and plinth in layers not exceeding 150mm thick, well watered,rammed,fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50M and lift of 1.5M all complete as per building specifications and direction of E/I.(Mode of measurement-compacted volume). BCD-5.1.07

16.23

897

55.28

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Providing designation 75 A Brick work in C.M(1:6) in foundation and plinth with approved quality of clean coarse sand of F.M.2 to2.5 including providing 10mm thick mortar joints, cost of screening,scaffolding,raking out joints to 15mm depth,curing,taxes and royalty all complete as per building specification and direction of E/I. BCD-5.2.03

0.98

5325

5439.85

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Providing designation 75A Brick work in C.M(1:6) in superstructure with approved quality of clean coarse sand of F.M 2 to 2.5 including providing 10mm thick mortar joints, cost of screening,scaffolding,raking out joints 15mm depth,curing,taxes and royalty all complete as per bldg. specification and direction of E/I.BCD-5.2.11

2.12

11788

5573.67

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Providing R.C.C.M-200 in nominal mix of (1:1.5:3) in lintel with approved quality of stone chips (20mm to 6mm size) graded and clean coarse of F.M 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position, vibrating striking, curing(but excluding the cost of reinforcement),taxes and royalty all complete as per building specification and direction of E/I. BCD-5.3.11

0.09

567

6308.87

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Providing av.63 mm thick R.C.C M-200 in nominal mix of (1:1.5:3) chhajja with approved quality of stone chips (20mm to 6mm size) graded and clean coarse sand of F.M 2.5 to 3 including in mixer and placing in position,vibrating,striking,6mm cement plaster(1:4) in ceiling and sides of chhajja with sand of F.M 1.5, curing(but excluding the cost of reinforcement) taxes, and royalty all complete as per building specification and direction of E/I. BCD-5.3.11

0.07

429

6308.87

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Providing T.M.T steel reinforcement of different dia rods as per approved design and drawing including carriage of M.S bars to work site, cutting bending and binding 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- 5.5.5

1.04

85380

82096.54

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Supplying, fitting and fixing M.S grill made of 20*6 mmM.S flats as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth, carriage of grill to work site, hoisting as per building specification and direction of E/I. BCD-5.5.12

36

2963

82.31

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Providing and fixing fan hooks of 16 mm dia M.S.bar & 1 meter long bent to required size and shape, placed in position and fixed in the R.C.C. slab/beam at the time of casting all complete as per building specification and direction of E/I. BCD-5.5.13

1

149

149.52

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Supplying, fitting and fixing 20 gauge G.C.I sheet gate fitted on M.S angle frame of size 60*60*6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in C/C(1:2:4) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of E/I. BCD-5.5.29

2.88

12335

4283.14

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Providing 12 mm cement plaster (1:4) with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I. BCD-5.7.02

63.36

11029

174.07

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Providing 12 mm cement plaster (1:6) with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I. BCD-5.7.03

39.36

6525

165.8

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Providing 6 mm cement plaster (1:4 ) in ceiling with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I. BCD-5.7.06

10.89

2004

184.06

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Providing 12 mm cement plaster (1:3) with clean coarse sand of F.M 1.5 with floating coat of neat cement in skirting including rounding of junctions with floor,curing,taxes and royalty all complete as per building specification and direction of E/I. BCD-5.6.10

5.97

1423

238.49

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Providing 19 mm water proof cement plaster (1:3) with clean coarse sand of F.M 1.5 with 5% cico or any other approved water proofing compound including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I. BCD-5.7.15

22.05

5772

261.77

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Providing 1.5 mm cement punning including curing, carriage of water with all leads and lifts as per building specification and direction of E/I. BCD-5.7.11

22.05

1200

54.43

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Providing two coats of snowcem of approved shade and make over old surface including washing, cleaning, sand papering the wall,scaffolding,curing and taxes all complete as per building specification & direction of E/I.BCD-5.8.24

105.36

11491

109.07

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Extra for each coat of cement wash, distemper paint or snowcem over exterior surface for each consecutive floor above first floor including scaffolding etc all complete as per building specification & direction of E/I. BCD-5.8.25

66

1345

20.38

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Providing two coats of synthetic enamel paint of approved shade and make over steel surface throughly,scaffolding and taxes all papering including cost of scaffolding and taxes all complete as per building specification & direction of E/I. BCD-5.8.45

6.48

427

66.04

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Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thick M. S. angles as verticals at 1.5 M c/c, and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc. complete. Section-H-Miscellaneous Works page-48 item -1 (MJP)

6.75

6183

916

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Providing and fixing in position M.S. ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coat of anti-corrosive paint, etc. complete as directed by Engineer-in-charge. Section-K-ANCILLARY ITEMS FOR RESERVOIRS page 225 Item No-5 (MJP)

11.5

17169

1493

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Carriage of Materials

1

30854

30854.65

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Distribution Network & House Connection 35 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. (DWSD-3.1.1.1)

428

64324

150.29

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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 BCD-5.10.2

3.75

3584

955.89

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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- BCD-5.3.1.1

3.75

18606

4961.73

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Rising Main 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 (M.J.P)

15

3315

221

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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 (M.J.P)

15

2355

157

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Distribution

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-

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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 (DWSD 112m 1028) 63 mm HDPE Pipe

15

2787

185.86

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63 mm HDPE Pipe-

200

23408

117.04

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50 mm HDPE Pipe-

300

14271

47.57

... More
20 mm HDPE Pipe-MJP 21-22 sec-I-X sl no -1A

525

13125

25

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

-

-

-

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50 mm dia .

1

878

878.25

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65mm dia

1

1490

1490.7

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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

1

3932

3932.09

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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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For Rising

-

-

-

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50 mm HDPE Pipe-

15

555

37

... More
65 mm HDPE Pipe-

15

675

45

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Distribution

-

-

-

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65 mm HDPE Pipe-

15

675

45

... More
50 mm HDPE Pipe-

200

7400

37

... More
32 mm HDPE Pipe-

300

6900

23

... More
20 mm HDPE Pipe-

525

6300

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. DWSD Sl. 9K (including CP+OHC)

35

4204

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)

35

475

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 (a) 15 mm dia.

70

5654

80.78

... More
(3) Reducer Socket (a) 20 x 15 mm dia.

35

2936

83.89

... More
(4) Nipple (a) 15 mm dia.

70

5473

78.19

... More
(6) Plain Socket (a) 15 mm dia.

70

5389

76.99

... More
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)

35

21815

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 15 dia and weight not less than 400 Gm

35

6985

199.58

... More
Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I. DWSD 3.1.1250 mm dia and weight not less than 1.5 Kg.

1

1552

1552.85

... More
65 mm dia Full way valve

1

1490

1490.7

... More
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. Full way valave chamber

2

3424

1712.15

... More
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

1

2719

2719

... More
Supplying materials , labours and equipments 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) 1.20 M x 0.90 M size P.C.C. (1:2:4) Rectangular Platform -

35

49000

1400

... More
Earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-Charge. 85% of Excavated Qty. - Qty. As per item No. -1

363.8

34171

93.93

... More
Providing fitting & fixing 32 mm to 50 mm service HDPE saddle all complete job, as per approved design, specification and direction of E/I. (From olde Model estimate)

35

1890

54

... More
Annual Operation & Maintenance cost based on Existing D/T Well with solar motor pump for 5 years.

-

-

-

... More
O&M for 1st Year

1

9000

9000

... More
O&M for 2nd Year

1

12041

12041.42

... More
O&M for 3rd Year

1

12763

12763.9

... More
O&M for 4th Year

1

13529

13529.74

... More
O&M for 5th Year

1

14341

14341.52

... More
Provision of one no SIM card & its recharging cost for RMC 800.00 Per Year (5 Years)

5

4000

800

... More
Add 18% GST

1

181363

181363

... More
Add 1% Labour Cess

1

11889

11889



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