Drinking Water And Sanitation Department Tender
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Costs
EMD
₹ 14,100Document Cost
₹ 1,250Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_DWSD_88405_3Bid Award Id
ViewTender No
DWSD/DUMKA-2/13/2024-25 3rd CallTender Authority
Drinking Water And Sanitation Department ViewPurchaser Address
-Website
http://https://jalshakti-ddws.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
Basic rate of 125mmdia Blue UPVC Casing pipe Confirming to I.S.I . latest revision IS(12818)/2016 C.M.L. No-5543459 (DWSD 108)
30
17154
571.83
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 125)
30
463
15.45
Supplying labour cement and calcium chloride or bentonite solution and equipment’s for grouting Casing pipe (DWSD 127)
1
172
172.7
Supplying labour ,cement and calcium chloride or betonies solution and equipment’s for grouting to casing pipe after lowering in the bore etc .all complete as per specification and direction of E/I(DWSD 126)
0.5
1962
3925.18
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/(DWSD 128)
1
154
154
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
-
-
-
4nosx1.10mx1.10mx1.45m=7.01m3
-
-
-
Foundation for Solar panel
-
-
-
1nox1.10mx1.10mx1.45m=1.75m3
-
-
-
Total=8.76m3
8.76
1465
167.33
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
-
-
-
4nosx1.10mx1.10mx0.08m=0.38m3
-
-
-
Foundation for Solar panel
-
-
-
1nox1.20mx1.20mx0.10m=0.144m3
-
-
-
Total=0.524m3
0.52
308
589.51
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
-
-
-
(BCD-SOR-5.6.1)
-
-
-
4nosx1.10mx1.10m=4.84 m3
-
-
-
Foundation for Solar panel
-
-
-
1nox1.10mx1.10m=1.21m2
-
-
-
Total=6.05m2
6.05
2156
356.52
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
-
-
-
5.3.1.2
-
-
-
Foundation for Steel structure staging
-
-
-
4nosx1.10mx1.10mx0.10m=0.484 m3
-
-
-
Foundation for Solar panel
-
-
-
1nox1.10mx1.10mx0.10m=0.121m3
-
-
-
Total=0.605m3
0.61
2781
4598.23
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.
-
-
-
(a)Foundation for Steel structure staging
-
-
-
Footing (BCD-SOR-5.3.1.1)
-
-
-
4nosx0.90mx0.90mx0.25m=0.81 m3
0.81
4019
4961.73
Vertical Pedestal (BCD-SOR-5.3.2.1)
-
-
-
4nosx0.30mx0.30mx0.95m=0.342 m3
0.34
2048
5989.72
Tie Beam (BCD-SOR-5.3.2.1)
-
-
-
4nosx0.25mx0.25mx1.135m=0.284 m3
0.28
1701
5989.72
(b)Foundation for Solar panel
-
-
-
Footing (BCD-SOR-5.3.1.1)
-
-
-
1nox0.90mx0.90mx0.25m=0.202 m3
0.2
1002
4961.73
Vertical Pedestal SOR-5.3.2.1)
-
-
-
1nox0.30mx0.30mx1.35m=0.122m3
0.12
730
5989.72
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
-
-
-
(a)Foundation for Steel structure staging
-
-
-
Footing
-
-
-
4nosx0.90mx0.90mx0.25m=0.81m3
-
-
-
Vertical Column
-
-
-
4nosx0.30mx0.30mx0.95m=0.342m3
-
-
-
Beam
-
-
-
4nosx0.25mx0.25mx1.135m=0.284m3
-
-
-
(b)Foundation for Solar panel
-
-
-
Footing
-
-
-
1nox0.90mx0.90mx0.25m=0.202m3
-
-
-
Vertical Column
-
-
-
1nox0.30mx0.30mx1.35m=0.122m3
0.1
8209
82096.54
Total=1.76m3
0.1
8087
80879.07
Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.
-
-
-
Cement-10 KM (Avg. Lead)
0.94
473
502.6
Steel-10 KM (Avg. lead)
0.2
100
502.6
Stone chips-20 KM (Avg. lead)
2.06
859
417.3
Sand-15 KM (Avg. lead)
1.65
565
342.9
Bricks-10 KM (Avg. lead)
195
161
0.83
For Structure :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.
-
-
-
(I)MS square Tube
-
-
-
75mmx75mmx4.80mm thick for
-
-
-
vertical column(Wt.@9.66kg/m)
-
-
-
4nosx4.5m=18.00mx9.66kgp/m =173.88kg
-
-
-
(II) MS square Tube
-
-
-
75mmx75mmx4.80mm thick
-
-
-
support for Top(Wt.@9.66kg/m)
-
-
-
12nosx2.00m=24.0mx9.66kgp/m =231.84kg
-
-
-
(III) Square Tube for Bracing
-
-
-
40mmx40mmx3.20mm thick.
-
-
-
(Wt.@3.49kg/m)
-
-
-
(a)For horizontal support beam
-
-
-
8nosx1.85m=14.80mx3.49kgp/m =51.65kg
-
-
-
8nosx2.4m=19.20mx3.49kgp/m =67.01kg
-
-
-
(b)For Triangular support Tube.
-
-
-
8nosx0.50m=4.00mx3.49kgp/m =13.96kg
-
-
-
(c)Square Tube
-
-
-
25mmx25mmx3.20mm thick.
-
-
-
for triangular (Wt.@1.98kg/m)
-
-
-
8nosx0.65m=5.20mx1.98kgp/m =10.30kg
-
-
-
(IV)For Railing Square Tube 25mmx25mmx3.20mm thick.
-
-
-
(Wt.@1.98kg/m)
-
-
-
(a)Horizontal Beam
-
-
-
4x2=8nosx2.10m=16.80mx1.98kg /m =33.26kg
-
-
-
(b)Vertical Beam
-
-
-
4x4=16nosx0.55m=8.8mx1.98kg /m =17.424kg
-
-
-
(V)For Ladder Square Tube 25mmx25mmx2.50mm thick.
-
-
-
(Wt.@1.74kg/m)
-
-
-
(a)Vertical Column
-
-
-
2nosx7m=14.00mx1.74kg /m =24.36kg
-
-
-
(c)Steps
-
-
-
squareTube25mmx25mmx3.20thick
-
-
-
(Wt.@1.98kg/m
-
-
-
22nosx0.45m=9.9mx1.98kg/m =19.60kg
-
-
-
(VI)M.S. Plate 10mm thick
-
-
-
(Wt.@78.50kg/sqm)
-
-
-
(a)Base Plate for column –4x1=4nos
-
-
-
Top & Bottom-------------------=8nos
-
-
-
Total=12nos
-
-
-
12nosx0.250mx0.250 =0.75m2
-
-
-
0.75m2x78.50kg/m2 =58.875kg
-
-
-
(b)Stiffener plate at Bottom Column
-
-
-
support(Size-0.225x0.075)x10mm thick
-
-
-
1x4x4=16nosx0.225x0.075=0.27m2
-
-
-
=0.27m2x78.50kg/m2 =21.20kg
-
-
-
(VII) M.S. Plate 6mm thick
-
-
-
(Wt.@47.10kg/sqm)
-
-
-
(a)For Horizontal & Diagonal
-
-
-
Beam connection –4x2=8nos
-
-
-
16x0.25x0.06x0.006x7850=11.30kg
-
-
-
8x0.15x0.04x0.006x7850=2.26kg
-
-
-
(b)Stiffener plate for Top angular
-
-
-
support
-
-
-
16nosx0.20x0.060x0.006x7850=9.04kg
-
-
-
8x0.15x0.06x0.006x7850=3.39kg
-
-
-
(VIII)M.S. Plate 3mm Thick
-
-
-
(Wt.@15.70kg/sqm)
-
-
-
2.1x2.1x0.003x7850 =103.86kg
-
-
-
(IX) Nut Bolt 16mm dia length 450mm (Wt.@1.112kg each)
-
-
-
16nosx1.112kg =17.80kg
-
-
-
(X)Nut Bolts of Various Sizes for fixing
-
-
-
of structure (Lump sum) =22.00kg
-
-
-
Total=893.01Kg
-
-
-
Steel Structure for Solor Panel
-
-
-
100mmx100mmx4.8mm
-
-
-
3mx14.60kg/m=43.80kg
-
-
-
80mmx40mmx3.2mm
-
-
-
2Nosx3.0x5.2kg /m= 31.2 kg
-
-
-
25 mmx 25mmx6 mm
-
-
-
2Nosx1.5 x4.08kg/m=12.24 kg
-
-
-
91.5mmx91.5mmx4.5mm
-
-
-
1.5mx11.88kg/m=17.82kg
-
-
-
Base Plate
-
-
-
2Nosx0.25x0.25x0.001x7850= 0.98kg
-
-
-
Stiffner Plate
-
-
-
4Nosx0.15x0.15x0.001x7850= 0.71kg
-
-
-
Nut Bolt
-
-
-
L.S. 2kg
-
-
-
Total:- 115.53kg
-
-
-
Grand Total:- 893.01+ 108.75= 1001.76kg
1001.76
104523
104.34
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 (MJP 2021-2022 Sec F Item 6)
-
-
-
(I)Square Tube
-
-
-
25mmx25mmx3.2mm thick
-
-
-
(Wt.@1.98kg/m)
-
-
-
2nosx1.50m=3.00m=3.00mx1.98kg/m =5.94kg
-
-
-
(II) Square Tube
-
-
-
25mmx25mmx3.2mm thick
-
-
-
(Wt.@1.98kg/m)
-
-
-
3nosx1.20m=3.60m=3.60mx1.98kg/m =7.13kg
-
-
-
(III) M.S. Sheet 1mm thick.
-
-
-
(Wt.@7.85kg/m2)
-
-
-
1nosx1.50mx1.20m=1.80m2
-
-
-
=1.80m2x7.85kgp/m2 =14.13kg
-
-
-
Total=27.20kg
27.2
2592
95.32
Materials and labour for vinyl painting of matter given by department in different color (As per Market Rate)
-
-
-
1nox2.10mx0.60m=1.26m2
-
-
-
Total=1.26m2
1.26
2520
2000
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
-
-
-
40 mm GI Pipe-
-
-
-
40 mm HDPE Pipe-
-
-
-
Distribution
-
-
-
50 mm GI Pipe-
-
-
-
50 mm HDPE Pipe-
-
-
-
32 mm HDPE Pipe-
-
-
-
20 mm HDPE Pipe-
-
-
-
Total-
131.25
19725
150.29
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
2.25
2150
955.89
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
2.25
11163
4961.73
Rising Main
-
-
-
Manufacture, supply and Delivery of following :
-
-
-
40 mm dia -GI Pipes(TATA mark or equivalent) as per IS-1239 (Part-01)/2004 ISI Marked/Medium Quality
10
3300
330
40 mm dia - 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
100
7574
75.74
Distribution
-
-
-
50 mm dia -GI Pipes(TATA mark or equivalent) as per IS-1239 (Part-01)/2004 ISI Marked/Medium Quality
15
6063
404.25
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)
-
-
-
50 mm HDPE Pipe-
100
11704
117.04
32 mm HDPE Pipe-
150
7135
47.57
20 mm HDPE Pipe-
150
3750
25
Providing and fixing Gun Metal Gate valve with C I wheel of approved quality(screwed end).DSR 18.17.5
-
-
-
50 mm dia .
1
776
776.07
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)
-
-
-
For Rising
-
-
-
40 mm GI Pipe-
10
1015
101.55
40 mm HDPE Pipe-
100
3100
31
Distribution
-
-
-
50 mm GI Pipe-
15
1627
108.52
50 mm HDPE Pipe-
100
3700
37
32 mm HDPE Pipe-
150
3450
23
20 mm HDPE Pipe-
150
1800
12
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.
5
600
120.12
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)
5
67
13.59
Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I. DWSD 3.1.13
-
-
-
(1) Elbow
-
-
-
(a) 15 mm dia.
10
807
80.78
(2) Reducer Socket -
-
-
-
(a) 20 x 15 mm dia.
5
419
83.89
(3) Nipple -
-
-
-
(a) 15 mm dia.
10
781
78.19
(4) Plain Socket -
-
-
-
(a) 15 mm dia.
10
769
76.99
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)
5
3116
623.29
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
-
-
-
50 mm dia and weight not less than 1.5 Kg.
1
1552
1552.85
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
5
997
199.58
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
1
1712
1712.15
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. (As per Annexure II Attached)
-
-
-
1.20 M x 0.90 M size P.C.C. (1:2:4) Rectangular Platform -
5
7001
1400.37
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(Annexure I )
1
2788
2788.84
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
111.56
9629
86.32
Providing fitting & fixing 32 mm to 50 mm service HDPE saddle all complete job, as per approved design, specification and direction of E/I. (As per old model estimate)
5
270
54
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)
2000
14860
7.43
Transportation Charge
1
1000
1000
Lifting of 2000 Litrs Capacity Tank up to 4.5m height with lifting tools with rope and labour
1
500
500
Making hole in Tank
4
100
25
Making long screw in G.I. pipe including supplying and fitting jam nuts and extra socket etc.
4
634
158.59
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.
-
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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)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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2 HP (DC Pump) with 1800 WP (minimum) as per MNRE.Head Max Shut-off head 100 mtrs.
1
170820
170820
Provision of solar night lamp.
1
1000
1000
Annual Opearation & Maintenance Cost for 5 Years
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-
Hence O & M Cost for 1st year (Excluding Repair Charges)
1
9000
9000
O & M cost for 2nd Year = O & M for 1st Yr + 6% of O&M for 1st Year + Annual repairing Charges
1
10109
10109.8
O & M cost for 3rd Year =1.06 x 2st year
1
10716
10716.4
O & M cost for 4th Year =1.06 x 3rd year
1
11359
11359.4
O & M cost for 5th Year =1.06 x 4th year
1
12041
12041
Provision of one no SIM card & its recharging cost for RMC
5
4000
800
Add 18% GST
1
105890
105890.54
Add 1% Labour Cess
1
6941
6941.71
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