Zilla Parishad Tender
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Zilla Parishad - ZP Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date20 Nov 2024
Closing Date4 Dec 2024
Tender Amount₹ 59,39,011
Costs
EMD
₹ 1,18,780Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_ZPHD_771020_1Tender No
WBZP/45/DE-ET/COB/2024-25Tender Authority
Zilla Parishad ViewPurchaser Address
-Website
http://http://www.coochbeharzillaparishad.in/
GEM & Bid Advisory Services
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Documents
Submit Documents like PAN, GST,ITCC,TL, P.DEED,WorkOrder,Credential,PC,FORMs, Annex,PLBsheet etc.
BOQ Items
Single Brick Flat Soling of picked jhama bricks including
ramming and dressing bed to proper level and filling joints with local sand.
104.05
383
39931
Cement concrete with 30 mm down graded shingles
excluding shuttering In ground floor 1:3:6 proportion
7.8
4043
31557.58
Brick work with 1st class bricks in cement mortar (1:6). In foundation and plinth
13.36
5835
77979.61
Ordinary Cement concrete (mix 1:1.5:3) with graded
stone chips (20 mm nominal size) excluding
shuttering and reinforcement,if any, in gound floor
as per relevant IS codes.
Ground Floor
33.37
5728
191187.52
First Floor.
15.67
5843
91577.61
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
TATA/SAIL/RINL
3.93
74390
292207.65
First Floor.
1.84
74903
138121.91
Hire and labour charges for shuttering with
centering and necessary staging upto 4 m 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) 25 mm to 30 mm shuttering without staging in foundation
70.88
244
17316.69
25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. (ground Floor)
189.24
390
73975.81
First Floor.
145.96
412
60188.07
125mm thick Brick work with 1st class bricks in cement mortar (4:1) in Ground floor
164.96
803
132507.42
First Floor.
52.8
817
43167.7
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, scaffolding/staging where necessary
(First floor).[Excluding cost of chipping over concrete
surface] With 1:6 cement mortar 20 mm thick plaster Ground floor
208.24
191
39957.09
First Floor.
52.8
196
10382.59
With 6:1 cement mortar. 15mm thick plaster Ground floor
192.24
168
32304.01
First Floor.
52.8
172
9124.37
With 4:1 cement mortar 10 mm thick plaster. Ground floor
80.12
150
12030.82
First Floor.
127.64
156
19927.16
Neat cement punning about 1.5mm thick in wall,dado,window
sill,floor etc. Ground floor
312
40
12642.24
Acrylic Distemper to interior wall, ceiling with a coat of solvent based interior grade acrylic primer (as per manufacturer's specification) including cleaning and smoothning of surface.
Two Coats
468.8
83
39111.98
Applying Exterior grade Acrylic primer of approved quality and brandon plastered or cencrete surface old or new surface to receivedecorative textured (matt finish) or smooth finish acrylic exterioremulsion paint including scraping and preparing the surface throughly,complete as per manufacturer's specification and as per direction of the EIC
Two Coats
245.04
53
13170.9
Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer
Premium 100% Acrylic Emulsion
245.04
100
24530.95
Artificial stone in floor, dado, staircase etc with cement
concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour.
In ground floor. (20mm thick)
3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary
41.24
295
12172.4
Wood work in door and window frame fitted and fixed in
position complete including a protective coat of painting
at the contact surface of the frame Sal: Siliguri
0.41
85698
34965.09
Supplying, fitting and fixing M.S. clamps for door and
window frame made of flat bent bar, end bifurcated with
necessary screws etc. by cement concrete(1:2:4) as per
direction. (Cost of concrete will be paid separately) 40mm X 6mm, above 170mm upto 250mmLength
56
33
1868.72
Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark. 100mm. X 58mm. X 1.90mm.
48
56
2688.48
75mm. X 40mm. X 1.12mm.
32
33
1067.84
Iron socket bolt of approved quality fitted and fixed complete. 150mm long x 10mm dia bolt.
16
75
1201.28
Iron socket bolt of approved quality fitted and fixed complete. 225mm long x 10mm dia bolt.
4
91
365.08
Iron catch hook of approved quality fitted and fixed to shutter and chowkat.
6mm dia x 225mm long.
8
76
610.16
Iron hasp bolt of approved quality fitted and fixed complete (oxidised) with 16mm dia rod with centre bolt and round fitting.
300mm long
4
197
791.32
Iron door ring of approved quality fitted and fixed with nut and washer complete.
75mm dia.
8
33
266.96
50 mm dia.
32
20
648.32
Anodised aliminium D-type handle of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 230/72) fitted and fixed complete:
With round base:
150 mm grip x 10 mm dia rod.
16
102
1639.84
Z-batten shutters of door and window as per design havings tongued and groove-half lap jointed as per direction of the Engineer-in-Charge including fitting and fixing shutter in position, but excluding the cost of hinges and other fittings in ground floor.
Shutter with 25mm thick planks, 19mm thick battens.
Sishu, Gamar, Champ, Badam, Bhola, Morga, Hallak.
15.44
3117
48137.91
M.S. structural works with hollow sections ( square or rectangular shape) conforming to IS: 806-1957 & IS:1161-1958) connected to one another with bracket, gusset, cleat as per design, drawing & direction of Engineer-in-Charge complete including cutting to requisite shape & size, fabrication including metal arc welding conforming to IS: 816-1956 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 1957, haulage, hoisting and erection all complete.
The rate includes the cost of all M.S. Hollow section, all
consumables such as electrodes, gas and hire charges of all tools and plants and labour reqired for execution and all incidental chages (such as electricity, labour insurance) etc. complete.
Payment to be made on the basis of calculated weight of structural memebrs of MS Holow Section as specified in relevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a hight of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereof.
1386.24
88
122709.96
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. For depth upto 150 metre for 80 mm dia. Tube well with top
enlargement of 150 mm dia. 80 mm dia. boring etc
288
234
67616.64
150 mm dia. boring etc. top enlargement
96
816
78372.48
Supplying high density polythene strainer of approved make with adapter conforming to I.S. specifications.
80 mm dia.
24
977
23454.72
Supplying, fitting and fixing steel cutter piece upto 450 mm long with sockets.
75 mm
4
480
1921.2
Supplying,fitting and fixing check valve (horizontal) G.M. tested to 21 kg per sq. cm.(vi) 50 mm
4
2625
10502.12
Supplying, fitting and fixing heavy type bell mouth reducing socket.
75 mm X 150 mm
4
734
2936.6
Supplying, fitting and fixing G.I. cap at top 150 mm
4
599
2397.92
Washing and developing tube well with air compressor pump and engine for 8 (eight) hours continuous pumping per day with necessary arrangements for testing the yield in gallons per hour with 'V' notch including hire and labour charges for all tools and plants and scaffolding as required.
4
8983
35935.12
Packing the annular space between the outside of the tube well pipes & strainers and the bore with pea size washed gravel of approved quality having size from 2 mm to 5 mm or the size approved by the Engineer-incharge including cost of all materials labour and equipment complete.
4
2418
9672.64
Collecting sample of water for bacteriological and chemical test from any depth at any time during execution of work including hire and labour charges for tools and plants and sterilising the equipments, paying all charges and fees, testing etc. complete in all respect as per direction.
4
1467
5868.4
Supply of PVC pipes & fittings Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I).
PVC Pipes (Dia)
80 mm
240
688
165326.4
150 mm
96
1692
162465.6
Solar Module: Supply, transport, installation and commissioning of lSI marked as per IS 14286 and IEC 61853(1). 61730(1&2), 61710 certified Solar Module of Multi crysta lin elM anocrvs tilIIine/ Monocrystalline PERC/bifacial cell with min. efficiency of 15% and fill factor more than 70%, laminated between sheet of -Ethylene Vinyl Acetate (EVA) and high transmissivity .3.2/4: mm tempered glass, framed in anodized aluminium frame .The power output of individual PV modules used in the PV array, under STC, should be a minimum of 300 Watt peak, with adequate provision for measurement tolerances.Modules supplied with the SPV system should have warranty for output wattage, which should not be less than 90% at the end of 10 years and 80% at the end of 25 years. Necessary test certificate also to be supplied. (As per direction of EIC)
c)For 1 HP Off-grid Solar Water Pumping System with Monocrystalline/ Monocrystalline PERC/bifacial SPV modules - 5600-5700 Wp.
W.R.I D.D. Schedule of Rates 2021,ch. 12, item no. 1) C) BRAND-HAVELS/ PHILIPS
8000
38
307840
Power conditioning unit with IP54 enclosure:
Supply, transport, installation and commissioning of IP 54 protected enclosured Inverter Unit qualifying IEC 61683-Efficiency measurement and IEC 60068-2-Environment Standard safety standard suitable for 3 Phase A.C. motor, IGBT based high voltage switching inverter with MPPT technology, to take care of the variation of Sun light and will be suitably mounted inside the metal enclosure. Inverter should have protection against Dry run, Over current, Under current, Over voltage, Under voltage, Short circuit etc. System should be able to run at low sunshine and minimum 7 to 8 hours a day run should be possible during normal sunshine. condition. Inverter should have option to auto start for any short trip off due to low light/ cloudy situation except for dry run. Inverter should be provided with a display to show the various parameter by the user such as Voltage, Current, Solar panel DC voltage, Inverter IGBT temperature, Out put AC voltage, Output frequency, Pump flow (direct or calculated method), Irradiation etc. The system should store the data at a set interval, be capable to transfer it to external storage device and support communication of its operational parameters and logs over Modbus protocol It should also monitor and save total run time, total water pumped etc. There should be provision for interfacing GPRSbased data transmission.
b) For 1 HP capacity Pump-motor set (As per direction of EIC)
W.R.I D.D. Schedule of Rates 2021,ch. 12, item no.3
4
38253
153012.8
Cable and Accessories: Supplying, fitting and fixings of UV rated Copper Cable laid inside HOPEconduit and other accessories as per followings with necessary connection with the Solar PV Module, MPPT etc. i. 4.0 Sq mm single core multi studs - 5 Mtrs (Minimum) ii. Lugs, HDPE Pipe, Flexible Pipe, Saddle, Cable tie etc
W.R.I D.D. Schedule of Rates 2021,ch. 12, item no. 4
4
1351
5406
Supply and installation of 3 phase electromotor pump-motor set suitable for Solar operation covering 5 years warranty for the following conditions including loading, unloading, transportation etc.:-
iii) Open well sub mersible pump set IS 14220 for PWD with discharge of 6.5-7.14 Lps 18 mtr. total head with required quantity of flexible delivery pipe (15mtr.) clamp bend foot valv and all other assessories to complete connection of suction and delivery. Ref:WRDD/SOR/8/iii
4
35560
142243.72
Supplying,Fitting Fixing & Installation of Iron Removing Filter Plant Capacity 1500 LPH IR Media Filter Working -Downilow Max Flow Rate -3m3/hr Working Pressure-1-3 kg/cm2 Size -14"X65" Make Pentair (BIS Standards & Including 1 Year Warranty)
4
45288
181153.6
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 - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads,fitting, fixing etc. complete in all respect including cost of all necessary fittings 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 separate payment will be made for accesories, specials. Payment for painting will
be made seperately)
15mm dia
80
139
11155.2
25 mm dia
80
227
18210.4
50 mm dia
600
480
288174
Supplying, fitting and fixing PVC pipes for underground work of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross,
elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted including cost of all materials ,jointing materials, cutting pipes, making threads ,cutting trenches upto 1.5 metre below surface in all sorts
of soil and refilling the same as directed complete in all respect. (Payment will be made on the centre line measurement of the total pipe line including all specials No separate payment will be made for accessories, specials.)
80 mm dia
2020
947
1913909.6
Supplying, fitting and fixing brass ferrule including connection with P.V.C. pipe of approved make upto 450 mm long with plumbing joint,brass over C.P. coupling at both ends, with cap and lining complete in all respect,
including cutting trenches in all sorts of soil and filling up trenches as per direction of the Engineer-in-charge.
25 mm dia.
16
2175
34800.48
Solvent Cement
250 Gm.
80
154
12394.4
Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer
1500 litre capacity
8
9343
74749.68
Labour for punching hole in plastic water storage tank upto 50 mm dia
24
22
543.36
Labour for hoisting plastic water storage tank. (i) Upto 1500 litre capacity. (a) Upto 1st story from G.L.
8
114
915.28
Supplying, fitting and fixing push cock of heavy quality and of approved make and brand.
Cast iron
15 mm
80
239
19164
Supply of G. I. pipes of TATA make including necessary sockets
32 mm dia. Medium quality
72
305
21967.2
C.I. sluice valve with flanged ends drilled to as per I.S. 1358/62 and having all cast iron components as per I.S. 780/71 solid forged bronze inside screw spindle having ultimate tensile strength not less than 4.72 MT per sq. cm. Spindle nut valve and seat faces of hard wear resisting, manufactured from best quality gunmetal conforming to I.S. 780/71, painted black all over with asphalt base paint tested to 21 kg (hydraulic pressure) per sq. cm., valve opening to anticlockwise direction, fitted and fixed complete.
50mm
4
3285
13143.16
80 mm dia
4
4596
18387.08
Sluice valve chamber with C.I. heavy cover with locking arrangement, (weight not less than 25 kg) (size of chamber 450 mm X 600 mm inside upto 900 mm depth) 250 mm thick cement brick walls (6:1), 150 mm thick cement concrete (6:3:1) bed with stone chips, 20 mm thick cement plaster (6:1) for inside wall and 15 mm thick cement plaster (4:1) for outer walls including rounding corners.
4
12465
49860.12
Supplying, fitting and fixing gunmetal wheel valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only).
80 mm dia
4
6663
26653.4
50 mm dia
4
2713
10854.88
Supplying, fitting & fixing 1st quality Ceramic tiles in walls
and floors to match with the existing work & 4 nos. of key
stones (10mm) fixed with araldite at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc. Wall
With Sand Cement Mortar (1:3) 15 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @
0.20kg/Sq.m. Area of each tile upto 0.09 Sq.m
Coloured decorative
39.92
887
35441.02
Floor
With Sand Cement Mortar (1:4) 20 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @
0.20kg/Sq.m. Area of each tile upto 0.09 Sq.m
Coloured decorative
45.36
880
39950.37
Construction of street stand post 150mm x 150mmx 1200mm size with 900mm x 900mm size platform with drain.
56
4767
266963.2
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)
4
18486
73944.04
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