Drinking Water And Sanitation Department Tender
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Costs
EMD
₹ 1,94,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_DWSD_40882_3Bid Award Id
ViewTender No
DWSD/ Godda NOTICE No13 / 2019-20(6th Call)Tender Authority
Drinking Water And Sanitation Department ViewPurchaser Address
-Website
http://https://jalshakti-ddws.gov.in/
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Documents
BOQ Items
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(a)The PVC Modules should be mounted on hot dip galvanized metallic structure of adequate strength &appropriate design.
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(b)Components &parts used in the solar pumping system including the metallic structure (MS)should confirm to the BIS
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(c)The rates are pumping system includes compressive maintenance contract for 5 years . During CMC period the contractor has to visit the installation on quality basis and also on intimation of Defect from user . During CMC Contractor shall have to repair /replace the parts found defective due to manufacturing defect free of cost.
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(d)Max-m shut off head 120.00meter.
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(e)Discharge 5000liters per day for 90.00m Dynamic head
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(f)Cable 2.5mmx3core as per IS 694
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(g)Control panel suitable for above pumpset with arrangement of dry run protection ,sensor, float switch &rain preventive box etc.
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(h)Lighting arrestor.
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(i)Controller for censer for over flow and dry bore.
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Carrying out recuparation/ Yeild test for ascertaining the discharge of constructed well/ excavetad profile as directed by the EIC. The test carried out by the drawing down water from the well/ profile below normal/subsoil water level upto full depth rise is recorded the normal water level/ sub soil water level in the well/ profile as well as strainer/ level at pump as per design of W.S. Scheme shall be recorded prior to the test including cost of all materials, Over Load, Labours etc complete as directed
1
3344
3344
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Supplying all labours, tools & equipments for dismnatling of head and water tank asseby and taking out 32 mm dia old G.I. pipe, connectiong Road, clylinder assembly the dismnatled components after necessary changing for making the T/W in good condition with all transportation including unused taken out materials back in store all complete job as per direction of E/I.
1
677
677.23
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supplying all materials, labours and fixing IM-II hand Pump with all accessories all complete job as per direction of E/I including carriage of materials.
1
139
139.15
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Supplying all tools equipments and labour and lowing 32 mm dia medium quality G.I. Pipe in drilled T/W in 3 Mtrs. Length all complete as per dirction E/I including carriage of materials.
24
353
14.74
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Supplying all tools, labour for fitting and fixing deep well cylinder with necessary connecting rod complete job as per specification & direction of E/I including carriage of materials.
1
182
182.97
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Supplying ISI marked special Water Tank Assembly Mark-II (G.I.) conforming to IS 15500/2004 with latest revisions suitable for dual water supply arrangement.
1
1498
1498
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Supplying ISI marked C.I. Cylinder assemble complete set for Mark-II conforming to IS 15500/2004 with latest revisions.
1
2388
2388
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Construction RCC Foundation for Steel structure staging & Solar panel .
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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)
7.01
844
120.53
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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 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)
0.38
84
223.35
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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
4.84
1153
238.38
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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
0.48
2593
5358.83
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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.
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(a) Foundation for Steel structure staging
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Footing
0.81
4721
5829
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Vertical Pedestal
0.34
2384
6972.73
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Tie Beam
0.28
1806
6360.23
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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.
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(a) Foundation for Steel structure staging
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Footing 4nosx0.90mx0.90mx0.25m=0.81 m3
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Vertical Column 4nosx0.30mx0.30mx0.95m=0.342 m3
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Beam- 4nosx0.25mx0.25mx1.135m=0.284 m3
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Vertical Column 1no.x0.30mx0.30mx1.35m=0.122 m3
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Total=1.44m3 130 .00 kg/m3 =187.20kg/Each Unit, (say 190 Kg)
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8 mm to 10 mm
0.09
5925
65841.84
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12 mm
0.1
6376
63762.52
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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% Each Unit)
25891.71
2589
0.1
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Construction of galvanized tubular Steel structure staging for HDPE water storage Tank& Solar Panel.
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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.
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(I)MS square Tube
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75mmx75mmx4.80mm thick for
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vertical column(Wt.@9.66kg/m)
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4nosx3.00m=12.00mx9.66kgp/m =115.92kg
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(II) MS square Tube
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75mmx75mmx4.80mm thick
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support for Top(Wt.@9.66kg/m)
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12nosx2.00m=24.0 x9.66kgp/m =231.84kg
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(III) Square Tube for Bracing
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40mmx40mmx3.20mm thick.
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(Wt.@3.49kg/m)
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(a)For horizontal support beam 4nosx1.85m=7.40mx3.49kgp/m =25.83kg
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(b) For Tringular support beam 8nosx0.50m=4.00mx3.49kgp/m =13.96kg
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( c) Square Tube 25mmx25mmx3.20mm thick.
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For triangular (wt.@ 1.98 kg/m) 8nos.x0.65m = 5.20 m x 1.98 kg/m = 10.30 kg
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(IV)For Railing Square Tube 25mmx25mmx3.20mm thick.
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(Wt.@1.98kg/m)
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(a)Horizontal Beam
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4x2=8nosx2.10m=16.80mx1.98kg /m =33.26kg
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(b)Vertical Beam
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4x4=16nosx0.55m=8.8mx1.98kg /m =17.42kg
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(V)For Ladder Square Tube 25mmx25mmx2.50mm thick.
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(Wt.@1.74kg/m)
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(a)Vertical Column
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2nosx5.50m=11.00mx1.74kg /m =19.14kg
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(c)Steps
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squareTube 25mmx25mmx3.20thick
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(Wt.@1.98kg/m
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17nosx0.45m=7.65mx1.98kg/m =15.15kg
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(VI) M.S. Plate 10 mm thick (wt. @ 78.50 kg/sqm)
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(a)Base Plate for column –4x1=4nos
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Top & Bottom = 8nos
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Total=12 nos
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12nosx0.250mx0.250x78.50 kg/m2 =58.875 kg
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(b) stiffener plate at Bottom Column Support (Size 0.225 x 0.075) x 10 mm thick
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1x4x4 = 16 nos. x 0.225x0.075 = 0.27 m2 = 0.27 m2 x 78.50 kg/m2 = 21.20 kg
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(VII) M.S. Plate 6 mm thick (wt. @ 47.10 kg/sqm)
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(a) For Horizontal & Diagonal Beam Connection 4 x 2 = 8 nos.
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8nosx0.20 mx0.06x0.006x7850 =4.52 kg
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stifener plate for Top angular support 0.20x16nosx0.06x0.006x7850=9.04kg
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8 x 0.15 x 0.06 x 0.006 x 7850 = 3.39 kg
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(VIII) M.S. Plate 3 mm Thick
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(Wt.@15.70kg/sqm)
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2.1x2.1x0.003x7850 =103.86 kg
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(IX) Nut Bolt 16mm dia length 450mm (Wt.@1.112kg each)
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16nosx1.112kg =17.80kg
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(IX)Nut Bolts of Various Sizes for fixing
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of structure (Lump sum) =20.00kg
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Total=721.51 Kg
721.51
75282
104.34
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Information board for IEC
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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 DSR-2018-2019)
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(I)Square Tube
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25mmx25mmx3.2mm thick
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(Wt.@1.98kg/m)
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2nosx1.50m=3.00m=3.00mx1.98kg/m =5.94kg
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(II) Square Tube
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25mmx25mmx3.2mm thick
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(Wt.@1.98kg/m)
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3nosx1.20m=3.60m=3.60mx1.98kg/m =7.13kg
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(III) M.S. Sheet 1mm thick.
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(Wt.@7.85kg/m2)
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1nosx1.50mx1.20m=1.80m2
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=1.80m2x7.85kgp/m2 =14.13kg
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Total=27.20kg
27.2
1853
68.13
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Materials and labour for vinyl painting of matter given by department in different color (As per Market Rate)
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1nox2.10mx0.60m=1.26 m2
1.26
2520
2000
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Providing & Laying of GI Pipe for Rising Main, Public Stand post & H.D.P.E water storage Tank.
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Earth work in excavation (as per I.S. 3114/1965) for laying different type and size of pipe so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of E/I.
(a)25mm GI PIpe In Trench)------40.00m 40.00mx0.45mx1.00m =18
18
1965
109.19
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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 E/I. For classification of soil item A&B
( Taking 96%of quantity of item no. 1)
17.28
1179
68.25
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Dismantling PCC road & Plain cement or lime concrete work including and stacking serviceable materials in countable stacks and disposal of unserviceable materials with all lead of 50 Mtrs. etc. all complete as per direction of E/I.
10.00mx0.30mx0.15m=0.45m3
0.45
175
390.16
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Providing PCC M-150 in nominal mix of (1:2:4) 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
10.00mx0.30mx0.15m=0.45m3
0.45
2411
5358.83
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Supplying, fitting and fixing.GI/ HDPE Roll 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 E/I.
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(a)32mm dia G.I pipe On Wall/floor etc
12
3509
292.46
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(b)32mm dia HDPE ( PE-80, PN-10) pipe In Trench
25
1441
57.65
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(c)25mm dia G.I pipe (In Trench)
15
3434
228.96
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Supplying and fixing GI fittings of approved make all complete as per specification and direction of E/I.
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(a) 25 mm dia. G I Elbow
1
107
107.14
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(b) 32 mm dia. G I Elbow
4
547
136.86
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(c ) 32 mm 32 mm G I Socket
2
241
120.64
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(d ) 25 mm 32 mm G I Socket
2
190
95.29
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(e) Reducing socket 25 mm x 15 mm
1
80
80.06
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(f) Reducing socket 32 mm x 25 mm
1
115
115.21
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Providing and fixing 32mmdia(wt.not less than 600 gram)Isi marti full way wheel Valve approved quality as per specification and direction of E/I
2
1385
692.54
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Construction of 1.20 m x 1.20 m RCC platform and 125 mm av. Dia. And 900 mm high RCC Stand post with 2.00 m long 15 mm dia. G.I. Pipe, 2 nos. Elbow, Nipple and brass bib cock etc all complete as per direction of E/I.
1
4014
4014.81
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Providing and fixing HDPE container Syntex or alike one piecemolded water tank made out of low density polythyler and built corrugation including of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overflow of all tanks capacity 5000.00litres
1
34084
34084.36
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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.
Carriage of PCC work.-2411.47 x 10% = 241.147
2411.47
241
0.1
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Construction of 1.25m Internal Dia and 1.90 m deep Soak/Recharge Pit with 250 mm thick Brick Masonry honeycombed wall with 75 A Brick in CM (1:6) and precast RCC M20 cover slab
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Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item B) and disposal of excavated earth as obtained to a distance upto 50 M.including all lifts, levelling ,ramming the foundation trenches,removing roots of trees, shurbs all complete as per approved design,building specification and direction of E/I.
5.97
720
120.53
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Providing,coarse clean sand in filling in foundation trenches/in plinth including ramming & watering in layers not exceeding 150 mm thick with all leads and lifts including cost of all materials, labour, royalty,& taxes all complete as per building specification & direction of E/I.(mode of measurement compacted volume)
0.19
42
223.25
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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.
2.36
561
238.38
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Providing P.C.C.M.-150 with nominal mix of (1:2:4) in foundation with approved quality of stone metal grade-III (50 mm to25mm size)clean coarse sand of F.M. 2.5 to 3including screening,shuttering,mixing cement concrete in mixer and placing in position,vibrating,striking,curing taxes and royalty all complete. as per building specification and direction of E/I.
0.24
1264
5358.83
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Providing designation 75 A brick work in CM (1:6) in foundation and plinth with approved quality of clean coarse sand of FM 2 to2.5 including,providing 10mm thick mortar joints cost of screening materials,raking out joints to15mm depth curing, taxes and royalty all complete as per building specification and direction of E/I.
1.87
7196
3840.03
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Providing precast R.C.C.M.200 with nominal mix of (1:2:4) slab of desired size with approved quality of stone ships and clean coarse sand of F.M.2.5 to3 including curing,shuttering carrying the slab manually to site and laying in position all complete(but excluding the cost ofreinforcement) taxes and royalty,all complete as per building specification and direction of E/I.
0.3
1646
5489.86
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Providing Tor steel reinforcement of 8mm, 10mm,12mm & 16mm dia bars as per approved design and drawing excluding carrriage of M.S.bars to work site, cutting, bending and inding 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. 12 mm (TMTcoil Fe 500)(only valid for Sail & Tata Steel) Considering 90Kg per cubic metre of concrete
27
1777
65.84
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Providing 12mm thick cement plaster(1:6) with clean coarse sand of FM1.5including screening,curing,with all leads and lifts of water,scaffolding,taxes and royalty all complete as per specification and direction of E/I.
2.83
352
124.6
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Providing 6 mm thick cement plaster(1:4) with clean coarse sand of FM1.5 including screening,curing,with all leads and lifts of water,scaffolding,taxes and royalty all complete as per specification and direction of E/I.
3.1
422
136.62
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Providing, fitting and fixing HCI or MS grating weight not less than 1.25 Kg at the inlet of the soak pit
1
100
100
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Providing brick bats including cost of the bats,labours, tools, royalty etc all complete as per specification and direction of E/I.
1.25
1038
829.32
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Supplying all materials, labours, tools, tackles and constructing brick masonry drain 150 mm wide and 150 mm deep with 250 mm B/W with 75A bricks in CM(1:6) in apron on both sides over 50 mm thick PCC M15 (1:2:4) over a brick flat soling over 50 mm thick sand filling and having 12 mm CP in CM(1:3) with punning on exposed surfaces all complete job as per specification & direction of E/I.
5
4070
814.19
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Carriage of construction materials from their source to the construction site including cost of loading, transporting, unloding and stacking in countable stacks including 10% CP & 5% OHC all comolete as per specifications and direction of the E/I.
19194.28
1919
0.1
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Annual Repair and maintenance for 5 years
1
59091
59091.37
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Total cost for 23Nos. Work
23
8557119
372048.66
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Add 12% GST.
1
1026854
1026854.3
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Add 1% Labour Cess
1
95839
95839.73
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