Zilla Parishad Tender
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Zilla Parishad - ZP Tender
Civil And Construction
Civil Works Others
Solid Waste Management
Eprocure
Opening Date22 Nov 2024
Closing Date13 Dec 2024
Tender Amount₹ 2,07,58,034
Costs
EMD
₹ 4,15,161Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Installation Of Faecal Sludge And Septage Treatment Plant Of 20 Kld Capacity Based On Enhanced Digestion Multi Stage Bioreactor Edmsb Technology At Cooch Behar-ii Block Cooch Behar
Description
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Contact
Tender Id
2024_ZPHD_772089_1Tender No
WBZP/41/DE-ET/COB/2024-25(2nd Call)Tender 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
(II) Cement concrete with 30 mm down graded shingles excluding shuttering.
N.B. Variety
In ground floor
(a) 1:3:6 proportion
35.62
4416
157326.81
Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mmnominal size) excluding shuttering and reinforcement,if any, in ground floor
as per relevant IS codes.
a) Pakur Variety
191.61
6337
1214422.65
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.
In ground Floor & foundation
15.62
74390
1162135.42
Hire and labour charges for shuttering with centreing 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, columns, lintels curved or straight including
fitting, fixing and striking out after completion of works. (upto roof
of ground floor). (When the height of a particular floor is more
than 4 m. the equivalent floor ht. shall be taken as 4 m. and extra
for works beyond the initial 4 m. ht. shall be allowed under 12(e)
for every 4 m. or part thereof.)
(f) 25 mm to 30 mm shuttering without staging in foundation
296.12
244
72347.74
Plaster ( to wall, floor, ceiling etc.) with sand and cement mortar
including rounding off or chamfering corners as directed and raking
out joints or roughening of concrete surface, including throating,
nosing and drip course where necessary . In ground floor.A) With
6:1 cement mortar. 20 mm thick
122.84
191
23569.31
Plaster ( to wall, floor, ceiling etc.) with sand and cement mortar
including rounding off or chamfering corners as directed and raking
out joints or roughening of concrete surface, including throating,
nosing and drip course where necessary . In ground floor. A) With 1:6 15 mm thick
43.93
187
8219.74
Neat cement punning about 1.5mm thick in wall, dado, window,
sills, floor, drain etc.
SOR, PWD, P-192, I-15
214.9
40
8707.75
Earth work in filling in foundation trenches or plinth
with good earth, in layers not exceeding 150 mm.
including watering and ramming etc. layer by layer
complete. (Payment to be made on the basis of
measurement of finished quantity of work)
(a) With earth obtained from excavation of foundation
161.97
92
14967.65
M.S. structural works in columns, beams etc. with simple rolled
structural members (e.g. joists, angle, channel sections conforming
to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with
bracket, gussets, cleats as per design, direction of Engineerincharge complete including cutting to requisite shape and
length,fabrication with necessary bolting, metal arc welding
conforming to IS: 816- 1969 & IS: 1995 using electrodes of
approved make and brand conforming to IS:814- 2004, haulage,
hoisting and erection all complete. The rate includes the cost of
rolled steel section,consumables such as electrodes, gas and hire
charge of all tools and plants and labour required for the work
including all incidental chages such as electricity charges, labour
insurance charges etc. I) For structural members of specified
sections weighing less than22.5 Kg./m
0.08
88873
7109.9
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)
Steel shuttering or 9 to 12 mm thick approved quality ply board
shuttering
1178.77
432
509959.48
Galvanised iron sheets valley gutter with perimeter not less than
750 mm with 225 mm lap each way fitted and fixed with necessary
bolts, nuts, screws, etc.complete. Valley gutter made of 0.63 mm.
thick sheets. (300mm End lapping)
20
647
12942.8
Supplying, fitting & fixing circular corrugated Aluminium sheet
(excluding the supporting frame work) of approved make & brand in
alloy 3105 conforming to IS: 1254-1991 fitted and fixed with 55 mm
& 25 mm Self tapping screw , EPDM Washer 16 mm dia & 3 mm th
washer etc complete with 150 mm. end lap and one corrugation
minimum side lap. (Payment to be made on area of finished work)
(Aluminium sheet to be supplied by contractor).
PWD S.O.R.-P-83/ I-15
CONTROL PANELROOM
32
922
29518.4
Labour for laying 150mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces
and preparing the bed to proper level and filling up all joints with sandy clay or earth.
50
59
2979.5
Brick work with 1st class bricks in cement mortar (1:6) In superstructure, ground Floor
11.06
6100
67475.07
Plaster ( to wall, floor, ceiling etc.) with sand and cement mortar
including rounding off or chamfering corners as directed and
raking out joints or roughening of concrete surface, including
throating, nosing and drip course where necessary . In ground
floor.
A) With 4:1 cement mortar.
a) Inside wall 15 mm thick plaster
SOR, PWD, P-189, I-1-2(a) (3rd Corrigenda)
54
168
9074.16
M.S.or W.I. Ornamental grill of approved desigN jointscontinuously welded with M.S, W.I. Flats and bars of windows,railing etc. fitted and fixed with necessary screws and lugs in groundfloor.(Add extra @ 1% for each addl. floor upto 4th floor and @ 1.25%for each addl. floor above 4th floor) (i) Grill weighing above 10
Kg./sq.mtr and up to 16 Kg./sq. mtr.
4.38
11943
52310.47
Supplying HDPE (Materials grade PE-80) pipes conforming to IS 4984-1995 with latest revision & amendments if any with
necessary HDPE specials (excluding cost of CIDF valves) including labour charges for earth work in excavation in any kind of soil
including mixed soil with boulder,road sub-grade and aits flank but excluding moorum laterite or sand stone / hard rock cutting
with chisel required including cutting road flank/ brick pavement etc. without damaging the exisiting telephone/electrical cable
line etc.(in case of damage of any type of cable line by the agency at the time of execution necessary damage charge as applicable
by the respective authority will have to be brone by the agency at his own cost)upto the depth (av.) so as to maintain 1.10m.earth
cushion from top of the pipe upto G.L. including loading unloading carrying lowering laying fitting fixing carefully pipes, valves
and
specials with the all types of jointing materials in trenches maintaining proper levels and alignment jointing the pipes and specials
by butt welding/ adopting suitable method (But weld jointing with help of hydraulic tack and trimming machines, Hitter etc. for
reaching at necessary melting point of HDPE pipe so that joint c
50
611
30569.5
(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
20.52
754
15487.08
Supplying & laying as per IRC-SP:063-2004 paver unit of any shade of approved quality as per relevant IS code, laid in
pattern as directed in pavement, footpath, driveway paver block only), etc including necessary underlay complete in
all respect with all labour and material. [Border concrete if necessary to be paid separately]. Note: Sub-grade CBR
should not be less than 5.(b) 50 mm thick interlocking designer oncrete paver block M-30 grade for non- affic
zone,buiding ises,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
205.2
1009
207139.14
Preparation of beds for hedging and shrubbery byexcavating 60cm deep and trenching the excavated base to
afurther depth of 30cm, refilling the excavated earth afterbreaking clods and mixing with sludge or manure in the
ratioof 8:1 ( 8 parts of stacked volume of earth after reduction by20%, one part of stacked volume of sludge or
manure afterreduction by 8%), flooding with water, filling with earth ifnecessary watering and finally fine dressing,
levelling etc.,including stacking and disposal of materials declaredunserviceable and surplus earth by spreading and
levellingas directed, within a lead of 50m lift upto 1.5m complete.This includes supply of labour, tools & plants
includingmaterials.
Planting hedge plants in two rows at 30cm apart
500
42
21035
Supplying and Planting of different plant / trees ( Supplyingwell grown plants bushy and healthy, minimum height
asspecified i.e. exposed height including all leads & lift,carriage, handling, manuring, applying presticide and
fertilizer etc. viii) China palm of leaves 4-5 in earthen pots size 25cm
200
87
17400
Earth work in excavation of foundation tranches 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.(depth 1.50 m to 3.0 m)
69.82
229
16007.63
(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
5.4
514
2775.76
Single Brick Flat Soling of picked jhama bricks including
ramming and dressing bed to proper level and filling joints with
local sand
15
383
5756.4
Brick work with 1st class bricks in cement mortar (1:4) In superstructure, ground Floor
8
6163
49311.92
Plaster ( to wall, floor, ceiling etc.) with sand and cement mortar
including rounding off or chamfering corners as directed and
raking out joints or roughening of concrete surface, including
throating, nosing and drip course where necessary . In ground
floor.
A) With 4:1 cement mortar.
a) Inside wall 20 mm thick plaster
SOR, PWD, P-189, I-1-2(a) (3rd Corrigenda)
53.2
215
11475.77
Supplying, fitting and fixing in position R.C.C. Manhole/ pit
cover of approved make with rim of approved make (Heavy type)
(ii) 560 mm dia.
2
402
805.64
Supplying, Installation, Testing, Commissioning of outdoor type front and back openable double door construction having crown top feeder pillar of size 760x500x350 mm deep made out of 2 mm thick CRCA sheet with locking arrangement, well vantilation, dust and vermin proof, angle iron, channel iron and flat iron of suitable size may be used for frame work, intermediate members etc. I/c 4 strips aluminium busbar of suitable size with DMC/FMC busbar supports and interconnections with suitable size of FR PVC insulated copper conductor cable/insulate aluminium strips, painting with primer, powder coated paint of approved quality and shade I/c. installation in suitable brick/CC foundation as perspecification, compartmental provision for fixing 63/32 Amps TPN SDFU with HRC fuse I/c. supplying and fixing of 3 Nos. indicating lamp (LED Type) and back up Fuse and having compartmental type, cubical inner part connection to terminal earth bar for earth connection etc. as required. (Drawing must be got approved by Engineer - In - Charge), (all L&T make).
In comming:- (One Side) . a) 32 A, TPN 415V,SDFU with HRC fuse (L & T make) -1 no Outgoing:- a) 2+10 way (L&T) double-door SPN MCB Distribution Board with IP-42/43 protection, -01No, b) 63 A,FP MCB- 01No. (L&T), c) 6-32 A,SP MCB (L&T)- 04Nos, d) 2 A,SP (L&T)- 01No. e) S & Fixing of Astronomical Time Switch (Astro Mini L&T) on din rail of existing DBs and necessary connection including formatting the switch with local Latitude, Longitude, Time Zone & Twilight/Rise offset Values.-01No, f) Supply and Fixing of 3 Pole, 240 V Contactor ML3(SS90721) (L&T) on DIN Rail.-01No
2
61973
123947.2
415V,16A DP switch with Rewire-able FuseSupply and installation of 16 MTRS LIGHTING MAST FABRICATED PART AS PER DIMENSION :150 mm, BOTTOM DIA -350 mm, SECTION -2(SECTION LENGTH -8375 mm) THICKNESS -6 mm,BASE PLATE -540 mm x 20 mm,PCD -460 mm, with following items:LM sections with base plate, Lantern carriage suitable to fix 6 nos. of luminaries (2 X 400 W) symmetrical Loading in single LC ( Make Jaguar/Philips /Crompton/Bajaj)
2
239551
479103.6
MS GI Junction box, templates incl. Double Dome Aviation Obstruction Light GLS Type, Outdoor Feeder Pillar Box as per our standard with grey enamel paint and Foundation RCC 1:1.5:3 shall be of size 650x650mm and depth 1800 mm with 8 nos. 12mm dia. tor bars as main bars and 8mm dia. tor bars stirrups @ 190 mm c/c as per approved drawing.
1
659
659.06
The reinforcement shall conform to IS:1786 latest edition. The foundation shall extend above sorrounding ground/driveway level for 450 mm and have slant 63mm dia. PVC sleeve cast insitu foundation for cable entry as per the drawing. Excavation of soil, RCC and reinforcement including in this item.
1
252
252.66
(Material for Pole Shaft- As per BSEN 10025 / IS 5986 Grade or Equivalent / Material for Base Plate - As per IS 2062 Grade - Fe 410 / Metal protection - Hot Dip Galvanisation as per IS 4759 or equivalent), (Make: Jaguar/Crompton /Bajaj /Philips)
1
252
252.66
SITC of 240V, LED flood lights with optic lens and polycarbonate diffuser having following wattage, in white powder coated pressure die cast aluminium housing with IP 66 protection & incl. 10 kV SPD, with glare free uniform illumination with CCT (5700K-6500K) having minimum luminous efficiency of 110 Lm/ Watt or better & 50,000 LED burning hours or more. [Make- Philips/ Crompton/ Wipro or manufacturer with own NABL accredited lab with valid test certificate] [LED lamps & accessories shall have BEE certification] 200 Watt
12
8837
106046.4
Earthing with 50 mm dia GI pipe 3.64 mm thick x 3.04 Mts. long and 1 x 4 SWG GI (Hot Dip) wire (4 Mts. long), 13 mm dia x 80 mm long GI bolts, double nuts, double washers incl. S & F 15 mm dia GI pipe protection (1 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 Mts. below the ground level & restoring surface duly rammed as below: For Soft Soil By ISI-Medium GI pipe (Make- Bansal/Utkarsh/Tata/Sail)
2
1799
3599.24
Excavation of soil for installation of Earth Electrode and filling & ramming.a) For Soft Soil [PWD/GS Page: G-1 Item:1/a]
10
281
2818.6
Connecting the equipments to earth busbar including S & F GI (Hot Dip) wire of size as below on wall/floor with staples buriedinside wall/floor as required and making connection toequipments with bolts, nuts, washers, cable lugs etc. asrequired and mending good damages.A)No. 6 SWG [PWD/GS Page: G-2 Item:5/a (vi)]
10
16
166.8
Supply of 2/4 Core XLPE Insulated & Sheathed Armoured stranded Aluminium Conductor cables for Working Voltage up to 1100 Volts of following sizes [Make Polycab / RR /KEI/ Havells/ Gloster as approved by E.I.C] 2 Core 10 Sq.mm [ For LED Street and Flood Lights]
40
228
9152.8
Laying of one No. cable upto 35 sqmm in underground trench 460 mm wide x 760 mm average depth, with brick protection on the top of the cable with 8 (eight) Nos. bricks per metre, including filling the space between the brick & cable and also the trench with shifted soil, leveling up and restoring surface duly rammed [PWD/GS Page: F-2 Item:1/a]
40
212
8485.6
Laying of one No. cable upto 35 sqmm in underground trench 460 mm wide x 760 mm average depth, with brick protection on the top of the cable with 8 (eight) Nos. bricks per metre, including filling the space between the brick & cable and also the trench with shifted soil, leveling up and restoring surface duly rammed [PWD/GS Page: F-2 Item:1/a] 2 Core Upto10 Sq.mm
4
151
605.4
WBSEDCL SERVICE CHARGE
1
25000
25000
Supply installation testing & commissioning of I m3/hr., 10 mt. Capacity horizontal, centrifugal non-clog open impeller self priming pump with Eff-1 Squirrel case induction motor TEFC, IP55 flexibly coupled with access ones like , MABT/FABT, flexible coupling, with surid, NRV, common base frame complete in all respect & as per direction of EIC. MK: pump Kirloskar /KSB/MBH Motor ABB/Marathon /Cr. Greaves
2
60180
120360
Supply, installation testing and commissioning of primary lamella clarifier/IPS for a maximum flow of 2810 lt./hr with a retention time at maximum flow is 18 minute as per technical specification and direction of EIC. Flash Mixture Tank vol.70-120 lit. Flocculation tank valume -78 lit. Pre Treatment vol. 95-98 lit. Effluent pipe connection 2'' , 150 flange Solid discharge connec tion 2 '' 150 flange sludge capacity 158.76 lt. plate area 3.62 sqm liq. volume 669.06 lt. Retention time on maximum flow 18 minute solid removal 95+% @ 200 ppm influent Underflow solids 1-2 % MOC - under lining FRP
1
2132260
2132260
Introduction of aeration system by using fine bubble diffusers. The air quantity required shall be suitable to provide sufficient oxygen for aerobic biodegredation of the inlet organic matter ,. Capacity to handle 30 KLD and 50 KLD as per technical specification and direction of EIC.( MBBR-1 and 2) minimum HRT 3-4 hrs. Freeboard 0.5 mt.
2
722750
1445500
Supply, installation testing and commissioning of secondary lamella clarifier suitable to handle 30 kld as per technical specification and direction of EIC. And ready for HOCL dozing.
1
1427800
1427800
Introduction of holding sump MS Epoxy with underlining FRP coating for ozonisation
1
859040
859040
Supply installation testing & commissioning of 2 m/hr., with suitable head centrifugal monoblock filter feed pump ( 1 W + 1S)
2
41890
83780
Introduction of multygrade filter with FRP/MS epoxy with graded media (job)
1
93220
93220
Introduction of activated carbon filter with FRP/MS epoxy with carbon media (job)
1
207680
207680
Supply, installation testing and commissioning of 10-20 m3/hr. Twin lobe air blower with 0.3 kg / sqcm. Pressure with prime mover complete MK: Air Vak/Akash/ KAY/ Everest
2
142780
285560
Supply, installation testing and commissioning of ozonator unit with a dosing capacity 5 gm MK:- ORAIPL / Equiv.
1
311520
311520
Supply, installation testing and commissioning of dosing pump one working & one stand by of capacity 0-4 litre /hr. Handling liquid HOCL as per direction of EIC.
1
49560
49560
Supply, installation of dosing tank of capacity 100 litre. MOC-to fit with the system
1
18880
18880
Supply of clear water collection tank suitable to handle 52 m3/day MOC- Sintex/ equivalent(job)
1
103840
103840
Supply, installation testing and commissioning of level controller unit as per technical specification and direction of EIC.P. Supply- 230 v AC pannel mounted IP-68 protection, handaling length minimum 5 mtr. Mk:- Siemens/ equivalent(job)
1
141600
141600
Supply, installation testing and commissioning of control panel dust and verming proov wall mounted with Ammeter, Voltmeter, incoming feeder, outgoing feeder, indicating lamps etc. 125 A minimum rating complete in all respect. L&T / Siemens I Selwin /RNR(JOB)
1
274940
274940
Illumination of plant area with suitable LED fixture and pole and plant building with decorative tubelight fittings including all point wiring and cabol laying termination etc complete including supply of exhaust fan & wall mounted cabin fan / ceiling fan as per direction of EIC (JOB)
1
392940
392940
Inter connection of the units with necessary piping , valves of A UPVC/ MS/PVC / material of HDPE of approved make suitable grade 63/80/100 for 6 kg/sqcm pressure as per technical specification of direction of EIC (job)
1
311520
311520
Trial run and commissioning of the system as per direction of EIC. (Job)
1
590000
590000
Operatyion and maintenance cost including consumables as per direction of EIC. For 5 years.
5
1457824
7289123
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