Drinking Water And Sanitation Department Tender
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Drinking Water And Sanitation Department - DWSD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date5 Aug 2024
Closing Date14 Aug 2024
Tender Amount₹ 73,66,798
Costs
EMD
₹ 1,47,500Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Construction Of 14 Nos Water Supply Scheme With 1 Hp Dc Solar Motor Pump Set And 10 House Connection With Existing Source Of Water 2000 Lph Steel Structure Hdpe Water Tank Through Head Of 15th Finance Zila Parishad Chaibasa Under Dws Mech Div Chaibas
Description
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Contact
Tender Id
2024_DWSD_89439_1Bid Award Id
ViewTender No
01/2024-25 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
Construction RCC foundation for steel structure staging & solar panel - Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil. item A) 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 . Foundation for Steel structure staging 4nosx1.10mx1.10mx1.45m=7.02m3 Foundation for Solar panel 1nox1.10mx1.10mx1.45m=1.75m3 Total=8.77m3
122.78
18640
151.82
Extra for earthwork in hand soil as per specification and direction and of E/I (vide classification of soil item-B).
122.78
1904
15.51
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) for Steel structure 4nosx1.10mx1.10mx0.08m=0.39 m3. for Solar panel 1 nox 1.10 m x1.10m x 0.10m=0.121 m3 Total=0.51m3
7.14
4205
589.05
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. 4nosx1.10mx1.10m=4.84 m3 Foundation for Solar panel 1nox1.10mx1.10m=1.21m2 Total=6.05m2
84.7
30197
356.52
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- all work up to plinth level 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20mm nominal size). For steel structure 4 nos x 1.10m x 1.10m x 0.10m = 0.48 m3. For solar panel 1 nos x 1.10m x 1.10m x 0.10m = 0.12m3. Total = 0.61m3.
8.54
39268
4598.23
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- all work up to plinth level 1:1½:3 (1 cement : 1½ coarse sand (zone-III) : 3 graded stone aggregate 20mm nominal size). For steel structure 4 nos x 0.90m x 0.90m x 0.25m = 0.81 m3. For solar panel 1 nos x 0.90m x 0.90m x 0.25m = 0.20m3. Total = 1.01m3.
14.14
70158
4961.73
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc. up to floor five level, excluding the cost of centering, shuttering and finishing : 1:1½:3 (1 cement : ½ coarse sand (zone-III) :3 graded stone aggregate 20mm nominal size). for steel structure 4nos x 0.30m x 0.30m x 0.95m = 0.34m3. 4nos x 0.25m x 0.25m x 1.14m = 0.28m3. for pedestal 1nos x 0.30m x 0.30m x1.135m = 0.12m3. total = 0.75m3.
10.5
62892
5989.72
Providing for steel reinforcement of 10mm, 12mm & 16mm dia bars as per approved design and drawing inclusive carriage of M.S. bars to work site, cutting, bending and binding with anneealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. RCC Quantity = 1.76m3 @130kg/m3=0.2288 MT.
3.2
262971
82096.54
Transportation of materials from sources to work site, loading, transporting, unloading and completing all work at work site (assuming 10%).
14
48981
3498.7
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
14024.64
1463330
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
380.8
32421
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
17.64
35280
2000
Analysis of installation of 2000 liters Capacity Water Storage Tank - HDPE providing and fixing one place molded water tanks made of container syntax or similar or low density polythylene including delivery to destination and fixing of accessories like inlet, outlet overflow capacity of all tanks, 2000 liter capacity water storage tank. (DWSD item No-01 M)
28000
207760
7.42
To Lift a 2000 Litrs Capacity Tank to a height of 4.5m with lifting equipment along with rope and labour.
14
7000
500
Making hole in Tank
56
1400
25
G.I. Making long screws in pipe including supply and fitting of additional sockets, jam nuts etc.
56
8881
158.59
Estimate for Rising and distribution network with house connection up to 10 Nos. including Platform & stand post - Earth work in excavation ( As per I.S. 3114/1965) for laying of different types and sizes of pipes so as to give one meter avarage cover over the socket of pipe with disposal of excavated earth withing intial lead and lift as per specification and direction of E/I. for Classification of Soild item-B. For Rising Main 50mm HDPE pipe-1 x 15m x 0.50m x 0.50m = 3.75, 65mm HDPE pipe- 1 x 15m x 0.50m x 0.50m = 3.75, Distribution 63mm HDPE pipe- 1 x 15m x 0.50m x 0.50m = 3.75, 50mm HDPE pipe- 1 x 50m x 0.50m x 0.50m = 12.50, 32mm HDPE pipe- 1 x 80m x 0.50m x 0.50m = 20.00, 20mm HDPE pipe- 1 x 150m x 0.50m x 0.50m = 37.50, Total = 81.25 cum
1137.5
170954
150.29
Dismantling plain cement or lime concrete work including stacking serviceable material in countable stacks with 15M. Lead and disposal of unserviceable materials with all leads all complete as per direction of E/I. 1 x 30.0m x 0.50m x 0.15m = 2.25
31.5
30110
955.89
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work up to plinth level : 1:1½:3 (1 Cement :1½ Coarse Sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). Rising main 1 x 30m x 0.5m x 0.15m = 2.25 cum
31.5
156294
4961.73
Supply and laying of UPVC for column pipes following diameters including PVC socket. 65mm dia- Density of pipe 1.38 to 1.43 GM per cubic metre OD:74.5 to 75.2 mm wall thickness end 9mm to 10.7mm barrel 9mm to 10.7 mm length 3 meters Delivery pipe.
210
46410
221
50mm dia- Density of pipe 1.38 to 1.43 GM per cubic metre OD:87.5 to 88.2 mm wall thickness end 9mm to 11.9mm barrel 7.3mm to 9 mm length 3 meters Delivery pipe.
210
32970
157
20 mm to 225mm supply and provision of OD High Density Polythylene (HDPE) and pipes suitable for 6.0 kg/cm2 and 10kg/cm2 pressure for water supply {abailable in all standards conforming to ISI - 4984/14151/12786/12488, ISO 4427, DIN-8074 Materials Rates excluding transport. 63mm HDPE pipe.
210
31287
148.99
50mm HDPE pipe=50.00
700
65555
93.65
32mm HDPE pipe = 80.00
1120
42907
38.31
32mm HDPE pipe =150
2100
48300
23
Providing and fixing Gun Metal Gate valve with C. I. wheel of approved quality(screwed end). 50mm HDPE Pipe - 1
14
10864
776.07
65 HDPE pipe
14
18601
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 conforming to ISI -- 4984/14151/12786/13488. Available in all standards ISO 4427, DIN-8074 & Material Rate. PE-80.PN-10 (10% of HDPE & upvc pipe cost)
14
14514
1036.74
As per instructions from Enigneer-in-Charge HDPE/MDPE IS-7634 part II provision for proper laying and jointing of pipes in proper condition, fitting/Jointing by electro fusion and swelling joining process along with all special including fitting and jointing along with labour wages etc. For rising- 50mm HDPE pipe = 15.00
210
7140
34
65mm HDPE pipe = 15.00
210
8610
41
Distribution - 65mm HDPE pipe = 15.0
210
8610
41
50mm HDPE pipe=50.00
700
23800
34
32 mm HDPE pipe = 80.00
1120
23520
21
20 mm HDPE pipe = 150.00
2100
23100
11
As per the guidelines of Engineer-in-charge as per IS-1239 (Part-1/2004) 15 M.N. Tata of vyara or equivalent G.I. Pipe (ISI Mark) of medium quality with provision for stand post (including CP).
140
14014
100.1
Laying of G.I. pipes of approved make in trenches with red lead and yarn with socket and screw joints and cutting pipes to sizes and threading ends where necessary etc. all complete as per specification and direction of Engineer-in-charge. (pipes to be supplied departmentally free of cost). 15mm dia G.I. pipe. 1.00 MX 10.00 Nos
140
1902
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 = 20
280
22618
80.78
(2) Reducer Socket - (a) 20 x 15 mm dia = 10
140
11744
83.89
(3) Nipple - (a) 15mm dia = 20
280
21893
78.19
(4) Plain Socket - (a) 15mm dia = 20
280
21557
76.99
Supplying and fixing G.M. ferrule of approved make in existing C.I. main Including drilling and taping C.I. main all complete as per specification and direction of E/I.
140
87260
623.29
Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I. 50mm dia and weight not less than 1.5 kg.
14
21739
1552.85
Providing and fixing Gun metal gate valve with C.I. wheel of approved quality (screwed end) : 65 mm dia Full way valve.
28
37202
1328.66
Providing and fixing of male ended C.I. Body brass spindle valve and seat Bib cock of approved quality (Wt not less than 400 gms) with extra socket all complete as per specification and direction of E/I.
140
27941
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. Full way valve chamber.
14
22765
1626.08
As per standard design and guidelines of Engineer-in-charge 0.90M x 0.90M size P.C.C. (1:2:4) complete work including supply of material, labour and equipment for construction. (As per attached annexure) 1.20m x 0.90m size P.C.C. (1:2:4) Rectangular platform.
140
181438
1295.99
Provision for construction of 600 x 600 x 450mm deep brick masonry chamber of internal size 600 x 600 x 450 mm for protection of bore well with thick heaver of 125mm and 75mm RCC curb on the surface of which sheet plaster etc. all complete work (Annexure)
14
35606
2543.3
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.(For Classification for Soil item - A&B). 85% of Excavated Qty. - As per item no -1. 81.25 m3 x 85% = 69.06
966.84
90815
93.93
Provision of all complete workof fitting and fixing of HDPE shed from 32mm to 50mm as per the guidelines of Engineer-in-Charge and as per approved design. (According to old model estimates)
140
7560
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
14
814740
58195.78
GST 12%
1
1112622
1112622.57
Labour Cess 1%
1
72938
72938.59
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