Drinking Water And Sanitation Department Tender
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Drinking Water And Sanitation Department - DWSD Tender
Electrical and Electronics
Solar Installation and Products
Eprocure
Opening Date3 Aug 2024
Closing Date13 Aug 2024
Tender Amount₹ 63,64,211
Costs
EMD
₹ 1,27,500Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Construction Of 13 Nos Water Supply Scheme With 1 Hp Dc Solar Motor Pump With Existing Source Of Water 2000 Lph Steel Structure Hdpe Water Tank Through The Head Of 15th Finance Zila Parishad Chaibasa Under Dws Mechanical Division Chaibasa
Description
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Contact
Tender Id
2024_DWSD_89267_1Bid Award Id
ViewTender No
13/2023-24(4th Call) Group-BTender Authority
Drinking Water And Sanitation Department ViewPurchaser Address
-Website
http://https://jalshakti-ddws.gov.in/
GEM & Bid Advisory Services
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BOQ Items
Provision of solar night lamp.
13
13000
1000
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 4nosx1.10mx1.10mx1.45m=7.01m3 Foundation for Solar panel 1nox1.10mx1.10mx1.45m=1.75m3 Total=8.76m3
113.88
17519
153.84
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
6.81
2830
415.58
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
78.65
25941
329.83
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. (5.3.2.1) 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
7.87
35332
4492.36
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.(BCD-SOR) Part- A 7.2 C Case 1. (a)Foundation for Steel structure staging. Footing (BCD-SOR-5.3.1.1) 4nosx0.90mx0.90mx0.25m=0.81 m3
10.53
51162
4858.76
Vertical Pedestal (BCD-SOR-5.3.2.1) 4nosx0.30mx0.30mx0.95m=0.342 m3
4.45
25834
5810.71
Tie Beam (BCD-SOR-5.3.2.1) 4nosx0.25mx0.25mx1.135m=0.284 m3
3.69
21453
5810.71
(b)Foundation for Solar panel. Footing (BCD-SOR-5.3.1.1) 1nox0.90mx0.90mx0.25m=0.202 m3
2.63
12759
4858.76
Vertical Pedestal (SOR-5.3.2.1) 1nox0.30mx0.30mx1.35m=0.122m3
1.59
9215
5810.71
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
1.3
100437
77259.94
Total=1.76m3
1.3
98854
76041.94
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.(Assuming 10%)
13
40134
3087.24
Construction of galvanized tubular steel structure staging for (4.5m) HDPE water storage tank & solar panel - 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 @ 9.66 kg/m) 4nosx4.5m=18.00mx9.66kgp/m =173.88kg (II) MS square Tube. 75mmx75mmx4.80mm thick. support for Top (Wt @ 9.66 kg/m) 12nosx2.00m=24.0mx9.66kgp/m =231.84kg. (III) Square Tube for Bracing. 40mmx40mmx3.20mm thick. (Wt @3.49 kg/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 @ 1.98 kg/m). 8nosx0.65m=5.20mx1.98kgp/m =10.30kg. (IV)For Railing Square Tube 25mmx25mmx3.20mm thick. (Wt @ 1.98 kg/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 @1.74 kg/m) (a)Vertical Column 2nosx7m=14.00mx1.74kg /m =24.36kg. (c)Steps squareTube 25mmx25mm x3.20 thick (Wt@1.98 kg/m) 22nosx0.45m=9.9mx1.98kg/m =19.60kg (VI)M.S. Plate 10mm thick (Wt@78.50 kg/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 0.27m2 x 78.50 kg/m2 = 21.20 kg (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 16nosx0.20x0.060x0.006 x7850=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
13022.88
1358807
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 2019-2020 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 = 1.80m2 x 7.85 kgp/m2 = 14.13 kg Total= 27.20 kg
353.6
30105
85.14
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
16.38
32760
2000
Analysis of 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(DWSD item No-01 M)
26000
161200
6.2
Transportation Charge
13
13000
1000
Lifting of 2000 Litrs Capacity Tank up to 4.5m height with lifting tools with rope and labour
13
6500
500
Making hole in Tank
52
1300
25
Making long screw in G.I. pipe including supplying and fitting jam nuts and extra socket etc.
52
8246
158.59
Estimate for 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. (DWSD-3.1.1.1). For Rising Main 50mm HDPE pipe-15m x 0.50m x 0.50m = 3.75, 65mm HDPE pipe- 15m x 0.50m x 0.50m = 3.8 Distribution 63mm HDPE pipe- 15m x 0.50m x 0.50m = 3.75, 50mm HDPE pipe- 50m x 0.50m x 0.50m = 12.50, 32mm HDPE pipe- 80m x 0.50m x 0.50m = 20.00, 20mm HDPE pipe- 150m x 0.50m x 0.50m = 37.50, Total = 81.25
1056.25
145878
138.11
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. 30.0m x 0.50m x 0.15m = 2.25
29.25
25704
878.79
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-5.3.1.2. 30.00m x 0.50m x 0.15m = 2.25
29.25
142118
4858.76
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
195
43095
221
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
195
30615
157
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) 63mm HDPE pipe = 15.00,
195
29053
148.99
50mm HDPE pipe=50.00
650
60872
93.65
32mm HDPE pipe = 80.00
1040
39842
38.31
20mm HDPE pipe- MJP 19-20 sec-1 x Sl no-1A =150
1950
44850
23
Providing and fixing Gun Metal Gate valve with C I wheel of approved quality(screwed end).DSR 18.17.5 50 mm dia .
13
10088
776.07
65 mm dia
10
13286
1328.66
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
13
13477
1036.74
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 - 50 mm HDPE Pipe = 15.0
195
6630
34
65mm HDPE pipe = 15.00
195
7995
41
Distribution - 65mm HDPE pipe = 15.0
195
7995
41
50mm HDPE pipe=50.00
650
22100
34
32 mm HDPE pipe = 80.00
1040
21840
21
20 mm HDPE pipe = 150.00
1950
21450
11
Provision of stand post of 15 mm dia TATA or its equivalent G.I. Pipe (ISI Mark) medium quality according to IS-1239 (Part 1/2004) as per direction of E/I.
130
13013
100.1
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) 1.00 m x 10.00 nos = 10.00
130
1623
12.49
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 = 20
260
18920
72.77
(2) Reducer Socket - (a) 20 x 15 mm dia = 10
130
10042
77.25
(3) Nipple - (a) 15mm dia = 20
260
18636
71.68
(4) Plain Socket - (a) 15mm dia = 20
260
18353
70.59
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)
130
73026
561.74
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
13
17813
1370.26
65mm dia Full way valve DSR-18.17, Page No- 335 = 2
26
34545
1328.66
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 = 10
130
23037
177.21
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
13
18367
1412.9
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 = 10
130
171600
1320
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 )
13
33176
2552
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 Excavated Qty. - Qty. As per item No. -1 81.25M3 x 85%
897.78
77496
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)
130
7020
54
Annual Operation & Maintenance cost based on existing D/T well with solar motor pump for 5 years - O & M cost based on existing D/T well with solar motor pump for 5 years
13
756061
58158.57
GST 12%
13
675128
51932.95
Labour Cess 1%
13
63011
4847.07
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