Department Of Paschimanchal Unnayan Affairs Tender
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Department Of Paschimanchal Unnayan Affairs - DPUA Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date1 Mar 2023
Closing Date15 Mar 2023
Tender Amount₹ 28,24,405
Costs
EMD
₹ 56,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Installation Of Solar Power Driven Reverse Osmosis
Description
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Contact
Tender Id
2023_DPUA_485385_1Bid Award Id
ViewTender No
2nd CALL of e-NIT No. 09/PUP/EC/BNK of 2022-23Tender Authority
Department Of Paschimanchal Unnayan Affairs ViewPurchaser Address
-Website
http://http://www.pupwb.org/
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Documents
BOQ Items
MICRON CARTRIDGE FILTER
Supply, installation, testing & commissioning of Micron Cartridge Filter suitable for a flow rate of 2.0 m3/hr to achieve particle filteration less than 5 micron. The unit comprising of PP Housing and polypropylene cartridge and shall be supplied complete with inlet & outlet branches, removable caps for replacement of cartridge, inlet & outlet pressure gauge.
1
5660
5660
HIGH PRESSURE PUMP
Supply, installation, testing & commissioning of 1 Nos. (, Grundfos make, R.O. High Pressure Feed Pumps of vertical multi-stage, centrifugal type suitable for a flow rate of 800 LPH. The pump construction shall be of Stainless steel (S.S. 316) & impeller shall also be stainless steel (S.S. 316). The motor shall be TEFC suitable for a supply of 415 V/3 phase/50 Hertz supply. The pumps shall be supplied complete with base channel, coupling, foundation bolts & pressure gauges at inlet & outlet of each pump, Ball valve
/Butterfly valve/NRV.
Quantity = 1 Nos Pumps
1
94900
94900
R. O. MODULES :
Supply, Installation, testing and commissioning of indoor package type Reverse Osmosis Modules [R.O. Membrane + R.O. Pressure Tube] capable of giving a net treated water output of 800 LPH. The Reverse Osmosis Modules shall be made out of spiral wound multilayer cross linked membrane composite suitable to withstand pressure of 10-12 kg/cm2. The modules shall be supplied complete will all necessary instrumentation, valve for sampling, drain, reject & permeate.MAKE- GRUNDFOSS/EQUIVALENT (No. of R.O
Membranes =4 x 4040)
1
255000
255000
INSTRUMENTION :
Supply, installation, testing & commissioning of following instrumentation mounted on the R.O. System /panel.
Flow meters (Rota meter) to measure and control the flow of feed/permeate/reject line. (Range 0.5-2.5
m3/hour)
2
68900
34450
Bourden type 150 mm Pressure gauges
1
3200
3200
On Line Panel mounted digital TDS
meter/conductivity meter {Range 0-500 PPM} (At RO Outlet).
1
4100
4100
On line panel mounted digital pH meter to indicate pH of product water after pH correction. (Range 0-14)
1
4800
4800
Pressure switches to control pressure and give high/low pressure trip. (Range : 0-450 PSI)
1
3100
3100
Level switches to control water level in the output storage tanks & all dosing tanks.
1
3900
3900
SOLAR SYSTEM EQUIPMENT
Supplying installation,testing and commissioning of 10 kWp output Solar Photovoltaic system including including following accessories complete in all respect as per site requirement.
325 Wp Solar PV Panels Polly crystalline-20 cells Module Mounting Structure (MMS) suitable for 6.5 kWp system, Galvanizing with 70-80 microns coating
- 1 Set
1
710000
710000
Bore well pump 3ph 1HP flow 3m^3/hr,head 30to 40 meter make CRI/Kirloskar 110 volt AC Supply 50 hz
1
11920
11920
WATER TANK-RAW WATER TANK
S&P; P 37;It 6; Supply and installation water storage tanks PVC Make Capacity - 1000 litres
MAKE-PATTON/SYNTEX
1
5128
5128
WATER TANK-RO WATER TANK
S&P; P 37;It 6; Supply and installation water storage tanks PVC Make Capacity - 500 litres
MAKE-PATTON/SYNTEX
2
5168
2584
S&P; P 68;It1C; INTER CONNECTING PIPING WORK :
Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992
(A) (i) Single Socketed 3 Meter Length
(a) 75 mm
50
9800
196
P-13,it-19(iii) of S.O.P Supply of pvc pipes & fitting Schedule 80 (medium duty) conforming to ASTMD- 1785 and threaded to match with GI Pipes as per IS : 1239 (PART-1)
(A) PVC Pipes
a) 100mm dia
180
157320
874
b) 50mm dia
150
42300
282
P-52,it-6(ii) of S.O.P : OF S.O.P: Supplying PVC strainer of approved make with adapter conforming to I.S.12818 Specifications
25
9175
367
P-53,it-9(ii) of S.O.P Supplying,fitting and fixing steel cutter piece upto 450 mm long with sockets.
(i) 50 mm dia
2
378
189
P-54,it-17 of S.O.P Supplying fitting and fixing heavy type bell mouth reducing socket. (i) 50 mm x 100 mm
2
910
455
P-54,IT-18(i) of S.O.P: Supplying , fitting and fixing
G.I cap at top
(i) 100mm
2
278
139
P-49,it-1(d) of S.O.P: Labour for boring tube well of required dia by water jet system through any type of soil strata including hire and labour charges for boring pipes ,scaffolding, tools and plants as necessary and taking out them and lowering pipes,strainers,blind pipe etc. and fitting and fixing the same complete including bucket washing and other incidental works in the connection the tube well should have a minimum 50 mm gap in between the outside of the tubewell pipe and the bore.
(a) for depth upto 150 metre for 50 mm dia tube well with top enlargment f 100mm dia
(i) 100 mm dia boring etc.
180
76680
426
(ii) 50 mm dia boring etc.
150
43050
287
P-12,it-19(i): of S.O.P : Supplying , fitting and fixing PVC pipes of approved make of schedule 80 (medium duty) conforming to ASTMD-1785 and threaded to match with GI Pipes as per IS : 1239 (Part-1) with all necessary accessories .specials viz.socket bend tee union cross clbo. Nipple.
Longscrew.reducing socket reducing tee. Short piece etc.fitted with holder bats clamps including cutting pipes making fitting fixing etc. complete in all respect including cost of all necessary fitting as required jointing materials and two coats of painting with approved paint in any position above ground.(payment will be made on the centre line measurements of total pipe line including all specials. No separatepayment will be made for accessories.(specials payment for painting will be made sperately)
(a) For Exposcd work PVC Pipes
a) 15 mm dia
45
4545
101
b) 20 mm dia
45
5805
129
c) 25 mm dia
32
5664
177
d) 32 mm dia
45
10620
236
P-68,it-23 of S.O.P : Supply of UPVC Pipes (B Type) & fittings conforming to IS-13592-1992 C.160 mm
40
21840
546
P-74,it-24 of S.O.P : Labour for fitting and fixing
U.P.V.C. Pipes for above ground work including cost of jointing materials etc. fitting and fixing all necessary specials cutting pipes. Cutting holes in walls or R.C. floor where necessary and mending good all damages excluding the cost of masonry or concrete work.if necessary . But including the cost and fitting fixing holder bat clamps (any floor) or for underground work including cutting trenches upto 1.5 metre and refilling the same complete as per direction of the Engineerin-charge.(payment will be made on centre line measurement of the total pipeline including specials. For underground work (160mm)
10
930
93
P-5,it-5 of S.O.P : Supplying fitting & fixing gunmetal wheel valve of approved brand and make tested to- 21 kg per sq.cm. (for water lines only)
a) 32 mm dia
2
2320
1160
b) 25 mm dia
2
1556
778
c) 20 mm dia
2
1208
604
P-7,it-7(g) of S.O.P : Supplying fitting and fixing alloy iron with brass spindle stop cock/bib cock of approved brand and make spray paintedand tested to 21 kg per sq.cm.
a) 15 mm diam
6
1014
169
b) 20 mm diam
12
3600
300
c) 25 mm diam
6
2928
488
P-37 Item-10.i of S.O.P : Labour for hoisting plastic water storage tank from ground level to the roof of second floor
(i) Above 1500 litre and upto 1500 litre capacity.
(a) Upto 1st story from G.I.
2
192
96
P-38,Item -13 of S.O.P : Labour for punching hole in
plastic water storage tank upto 50 mm dia
2
38
19
P-55,It.-23,Collecting sample of water for bacteriological and chemical rest from any depth at my time during execution of work including hire and labour charges for tools and plants and sterilising the equipments,paying all charges and fces,testing etc.complete in all respect as per direction[for before
installation & after installation testing]
3
3693
1231
Page-104;Item-13: M.S.or W.I.Ornamental grill of approved design joints continuously welded with M.S.
W.I. Flats and bars of windows, railing etc. fitted and fixed with neccssary screws and lung in ground floor.
(i) Grill weighing above 10kg/sq mtr and up to 16 kg
/sq . Mtr
12.41
122738
9888
P-81 It.-9,Galvanised corrugated iron sheet work (excluding the
supporting frame work) fitted and fixed with 10 mm. dia J or
L hook-bolts, limpet and bitumen washers and putty complete
with 150 mm. end lap and one corrugation minimum side lap.
(Payment to be made on area of finished work)(GCI sheet to
be supplied by contractor)
30
24180
806
Page-84; Item-19.a(i) : Supplying , fitting and fixing glass reinforced polyester translucent fiber glass sheet to match with GCI Corrugation as per IS: 12866-1989 in roof fitted and fixed with 10 mm dia "J" or "L" hook,bolts and nuts . Limpet and bitumen washers and putty with 150mm end lap and one
corrugation minimum side lap complete.
4.26
3059
718
Page-200 ; Item-1.a : Priming one coat on timber . Plastered or on steel or other metalled surface with synthetic enamel or oil bound primer of approved quality including smoothening surface by sand papering etc.
A) On steel or other metalled surface
157.52
4568
29
Page-200;Item-2: Two coats painting with best quality synthetic enamel paint of approved make and brand (with other than Hi-gloss of approved quality any shade except white) including smoothening surface by sand papering etc.
A) On steel or other metalled surface
157.5
7717
49
Item no 8.07,Page-270 Road and Bridge,Providing & fixing Concrete Sign Board as per IRC
specification of size 900 x 750 x 37 mm. thick made
with RCC 1:1½:3 with pakur variety stone chips
reinforced with double layer IRC febric (75 x 75 mm.
mesh) and fixed with necessary nuts & bolts on two
RC precast posts 100 mm. x 150 mm. of height 2.65
m. of which top 750 mm. is of section 100 x 13 mm.
and 1.90 metre above GL & 0.75 metre below GL
including digging hole, repacking the same with
cement concrete 1:3:6 with jhama khoa or with local
stone chips etc. complete including painting two
coats on both faces lettering sign marks etc. as per
direction of the Engineer-in-Charge. (The rate is
inclusive of cost of reinforcement, concrete,
shuttering, nuts & bolts, washer etc. complete.
1
2230
2230
FOR CONSTRUCTION OF BASE,SLUDGE PIT & METER ROOM
P-1,Lt-2; Earth work in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing spreading or stacking the spoils within a lead of 75 m as directed. The item includes necessary trimming the sides of trenches, levelling,dressing and ramming the bottom bailling out water as required complete.
0.8
9491
11927
P-47,It-3 Supplying and laying polythene sheet (150gm)/sq.m) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
129.96
3119
24
P-26,It.-10,Ordinary cement concrete (Mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any as per relevant
IS code
25.15
139410
5542.87
P-27 It-15.a Reinforcement for reinforced concrete work in all sorts of structures including distribution bars.stirrups binders etc initial straightening and removal of loose rust(if necessary) cutting to requisite length hooking and bending to correct shape. Placing in proper position and binding with 16 gauge black annealed wire at every intersection. complete as per drawing and direction 1.10% of concrete volume
0.24
14440
60433
P-43 it-36 f; Hire and labour charges for shuttering with cetering and necessary staging upto 4m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs. Beams and columns.lintels curved or straight including fitting.fixing and striking out after completion of works (upto roof of ground floor(f)25mm to 30 mm shuttering without staging in foundation f) 25mm to 30mm thick.wooden shuttering
without staging in foundation.
21.94
4695
214
P-30 IT -22 .a.Brick work with 1st class bricks in cement motar (1:6) A) In Foumdation and plinth
14.81
72671
4906.7
P-32.IT-29;125 MM Thick brick works with 1st class bricks in cement motar (1:4) in ground floor.
32.56
21866
671.47
P-189,it-3;plaster (to wall floor ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating . Nosing and drip course. scuffolding/staging where necessary (Ground floor). Excluding cost of chipping over concrete surface (i) with 1:6 cement mortar (a) 20 mm thick plaster For
Base
109.31
17299
158.25
Page-99,Itm -1,MS structural works with hollow section( square or rectangular shape) confirming to IS 806&1957 IS 1161 -1958 connected to one another bracket , gusset cleat as per design, drawing and direction of Engg incharge…… etc
0.85
61630
72603
P-81 It.-9,Galvanised corrugated iron sheet work (excluding the supporting frame work) fitted and fixed with 10 mm. dia J or L hook-bolts, limpet and bitumen washers and putty complete with 150 mm. end lap and one corrugation minimum side lap. (Payment to be made on area of finished work)(GCI sheet to be supplied by contractor)
Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight
22.5
18135
806
P-24,It.-4(b),Ordinary cement concrete (Mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any as per relevant IS code
5.81
40373
6944.78
PageNo:14, Item No: 1. Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
95.62
25434
266
Page No-15, Item No-10.Brick work with 1st class bricks in cement mortar (1:6) (b) In Superstructure, ground floor.
6.73
29825
4433
Page-2/Item No:4, (A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) (B) Do.. By Fine Sand.
20.5
11739
572.55
Page No-189,Item No-1(c).Plaster (to wall,floor, ceiling etc)with sand & cement mortarincluding rounding off or chamfering corners as directed and raking out joints including throating,nosing and drip course,scaffolding /staging where necessary(Groundfloor).[Excluding cost of chipping over concrete surface] (i) With 1:6 cement mortar. (c) 15 mm thick plaster
50.05
6656
133
Page-192, /Item No: 15,Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
50.03
1644
32.86
Page -197 Item -16.Protective and Decorative Textured exterior high class matt finish paint of approved quality, composed of special Tharmoplastic Resin containing finecrystalline additives derive from Granite as per manufacturer's specification and as per direction of EIC to be applied over acrylic primer as required. The rate includes cost of material,labour, scaffolding and all incidental charges but excluding the cost ofprimer.
In Ground floor, Two Coat , in Grd Floor
134.29
13563
101
Page- 194, Item No -4. Colour washing with any shade with Stainers, as required including cleaning and smoothening surface thoroughly :
1.35
2875
2135
Construction of circular soak well 2.5 metre deep in all types of sandy soils with dry brick work upto 1.6 metre from the bottom having 150 mm intermediate cement brick work (1:4) band all round and cement brick work (1:4) upto 0.90 metre from top with 20mm thick cement plastering (1:4) to inside face upto the depth of cement brick work, 15mm thick cement plaster (1:4) on outer face from top of the well upto G.L. and 6 mm thick cement plaster (1:4) on top of the R.C.C. cover slab including filling bottom 1.00 metre of inside of the well with brick metal (50 mm to 63 mm size) including R.C.C. cover slab of 100 mm thick with cement conc (1:1.5:3) with stone chips with necessary reinforcement and shuttering including one 560 mm dia. R.C.C. manhole cover (heavy type)of approved make supplied, fitted and fixed in the cover slab with necessary fittings, making nacessary arrangements for pipe connections, excavation of well including shoring, dewatering and removing the exess earth from the premises as per direction complete in all respect with all costs of labour and materials. With 250 mm thick dry brick work and 250 mm thick cement brick work (1:6) and 1.00m inside dia.(SAIL/TATA/RINL)
1
13904
13904
(b) 50 mm thick interlocking designer concrete paver block M30 grade for non-traffic zone,buiding
premises,garden,parks,domestic drive as per IS: 15658-
2006(over 20-30 mm medium sand bed on 200mm thk bound
gnaular /granular base course including cost of sand for sand
bed but excluding cost of base course & subgrade
preparation.)
(b) 50 mm thick interlocking designer concrete paver block M30 grade for non-traffic zone,buiding
premises,garden,parks,domestic drive as per IS: 15658-
2006(over 20-30 mm medium sand bed on 200mm thk bound
gnaular /granular base course including cost of sand for sand
bed but excluding cost of base course & subgrade
preparation.)
(ii) Coloured Decorative
18
17568
976
Sub Total
-
-
-
GST 18%
1
426575
-
CESS 1%
1
27964
-
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