Zilla Parishad Tender
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Zilla Parishad - ZP Tender
Eprocure
Opening Date20 Feb 2025
Closing Soon28 Feb 2025
Tender Amount₹ 5,64,285
Costs
EMD
₹ 11,286Document Cost
₹ 1,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_ZPHD_817540_8Tender No
WB/PMZP/SBG/NIET-088/2024-25Tender Authority
Zilla Parishad ViewPurchaser Address
-Website
http://https://zpmidwest.org/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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Supplying , fitting and fixing GI cap at top
1
503
503
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Supplying of 32 mm GI clum set
1
300
300
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Supply of pvc 125 x 50 mm dia reducing socket
1
216
216
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Supplyiong , fitting, fixing steel cutter up to 450 mm long with socket ( 50 mm dia )
1
189
189
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ii) 2 HP 3 phase AC Open well submersible pump set with external part made ofstainless steel of grade 304 or higher as per IS 6911 and IS 3444, for PDW withdischarge of 5.0 -6.0 Lps at 16 mts. total head with , required quantity of flexible Set delivery pipe( 20m), clamps , cable,control panel board and all other accessories to complete connection of suction and delivery side . The pump motor should be tested as per IS 14220.:2018(first revision
1
29838
29838
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Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer 1000 Liter
1
5128
5128
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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 sortsof soil and refilling the same as directed complete in all respect. (Paymentwill be made on the centre line measurement of the total pipe lineincluding all specials No separatepayment will be made for accessories,specials.) 40 mm dia
42
250
10500
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Washing and developing tube well with air compressor pump and enginefor 8 (eight) hours continuous pumping per day with necessaryarrangements for testing the yield in gallons per hour with 'V' notchincluding hire and labour charges for all tools and plants and scaffoldingas required.
1
7538
7538
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Packing annular space between the outside of the housing pipe and thebore with puddled clay balls of approved size as per direction of theEngineer-in-charge with cost of all materials and labour complete.
0.16
417
64.64
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Labour for boring tube well of required dia. by water jet system throughany type of soil strata including hire and labour charges for boring pipes,scaffolding, tools and plants as necessary and taking out them andlowering pipes, strainers, blind pipe etc. and fitting and fixing the samecomplete 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. 150 mm dia
60
685
41100
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50 mm dia
57
287
16359
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Supplying of Solvent Cement
0.5
520
260
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Supply , fitting , fixing 25 mm dia Bal - Valve
2
239
478
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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-in- charge including cost of all materials labour and equipment complete.
cu. m. 2029.00
Note: Initial 6 m. of Annular space between the housing pipe and the bore should not be shrouded with Pea size gravel to avoid contamination with surface water.
2.8
2029
5681.2
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M.s structual works in colums,beabs etc.with simple rolled structural members (e.g joists,angle,channel section conferming to IS:266 Is:808 &SP (6) - 1964 connected to one another with bracket,gussets,cleats as per design, dsirection of engineer incharge complete including cutting to requisite shap and lenthh,fabrication with nessasary bolting,metal are welding conferming to IS: 816 - 1969&IS:1995 using electrodes of approved make the brand conferming IS: 814 - 2004, haulage,hosting and erection all complete. The rate includes the cost of rolled steel section,consumble such as electrodes,and higer charge of all tools and plants and labour required for the work including all incidental such as electricty chargees,labour insurance charge et I) For structural members of specified sections weighing less than
22.5 Kg./m
555.15
72
40303.89
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Holding down bolt with nut including 100 x 100 x 6 mm plate washer at bottom fitted complete and packing the hole with cement concrete or cement grout as directed.Boult 16 MM Dia Length-600 MM
24
191
4584
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Supplying 1.5 mm thick MS sheet fitted and fixed on one or both face of MS/WI gate etc.with points welding at not more than 150 mm apart complete in al respect as per design including cost of all labour and materials 1.50m x 1.50 m
2.25
1304
2934
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Supplying,fitting,fixing of PTMT ( polytetra bib cock/stop cock , prayag or equvalent ) 15 mm dia
10
154
1540
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construction of RCC street stand post ( 700 mm height ) of 150 x 150 mm size above GL& 200 X 200 mm size post 500 mm below GL with 400 x 400 mm, 100 mm thick RCC ( 1;1:5;3 ) footing over 75 mm thick 6:3:1 PCC over asingale B/F soling over 150 mm thick sand filling with 1% reinforcement, conected with saddle piece & 15 mm dia brass ferrule with supplying fitting, fixing 15 mm dia GI niple Gi socket GI 200 mm x 150 mm reducing elbow and 20 mm dia ( m ) TATA pipe of 2.6 mtr long ana one 15 mm dia alloy iron with brass spindle bib cock with socket and 20 mm GI elbow2nos. with 15 mm Gi ( m) TATA pipe of 0.225 mtr. for connection of stand post to distribution line as per deptt. design and drawing as per direction of EIC
8
3477
27816
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Construction of platfrom of size 600mm x 600 mm with 125 mm thick brick work ( 4:1) as platfrom band over 850 mm x 850mm , 75mm thick Rcc platfrom 9 1:2:4 ) over a single B/F soling below GL over 150 mm thick sand filling 25 mm thick artificial stone floor over platform and inner side of band and outside upto GL as per deptt drawing and as per direction oo EIC
8
1888
15104
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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 sortsof soil and refilling the same as directed complete in all respect. (Paymentwill be made on the centre line measurement of the total pipe lineincluding all specials No separatepayment will be made for accessories,specials.) 25mmdia
187
191
35717
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Tank cunecting nipil ( 32 mm dia )
3
166
498
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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.
8.63
119
1029.3
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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 2/3 of excavation
5.76
77
446.63
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Filling in foundation or plinth by fine 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)
1.73
599
1036.13
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Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor
(A) [Pakur Variety](a) 1:3:6 proportion
0.43
5207
2249.42
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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.
7.23
203
1467.69
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Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. With local hard blackstone variety chips (crusher broken)
1.89
6268
11847.6
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Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. complte SAIL/ TATA/RINL
0.2
60433
12104.73
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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 Multicrystaline/ polycrystaIIine/ polycrystalline 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/ 4.0 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. b) For 2 HP Off-grid Solar Water Pumping System with Monocrystalline/
Monocrystalline PERC/bifacial SPV modules - 2150- 2400 Wp.
2160
32
69746.4
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Power conditioning unit with IP54 enclosure:
Power condltlonlng unit with enclosure :
Supply , transport , installation and commissioning of Solar Power conditioning Unit consisting of following components and features:
1) Variable frequency Drive with Inbuilt MPPT, voltage range suitable for operating pump-motor set of 1HP to 20 HP, detail mentioned In cl.6.1
2) Power Input : DC source for 1HP, 2HP and 3HP.
3) Power input : AC / DC source or hybrid for SHP and above.
4) Incomer: DC MCB 2 Pole 16 amp upto 5 HP, 25 amp for 7.SHP and 10 HP, 40 amp for 15 to 20 HP as per IS/IEC 60947-2
5) Incomer: AC MCB 4 pole 16 amp for 5.0 HP, 25 amp for 7.5HP and 10 HP, 40 amp for IS to 20 HP ar per IS/IEC 60947-1
6) Type II DC SPD of 40 KA.
7) Type II AC SPD of 40 KA for AC/ DC or Hybrid Input.
8) Dual Input (solar/Grid) 25 amp changeover switch for SHP and 7.5 HP, 40 amp for 10 HP, 63 amp for 1S to 20 HP
9) Reverse protection diode 1600 VDC with heat sink.
10) Data Logger.
11) Remote menltoring system.
12) Should have built -In EMC filters . 13)IP 65 elands for cable In and out.
14) Min. IP 54 enclosure.For detail features, protections, RMS, Communication
architecture, Security, Data storage, tolerance of various parameters, standards to be qualified, etc. please refer to CI. 6.1 of technical qualification.
Note: AC SPD, AC MCB and Selector switch to be provided only for item no. 3(f) to 3(I). b) For 2 HP capacity Pump-motor set with DC input
1
32095
32095
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Cable and Accessories :
Supplying, fitting and fixings of UV rated Copper Cable laid inside HDPE conduit and other accessories as per followings with necessary connection with the Solar PV Module, MPPT etc. For 5 HP structure. Two or more structure 9 m distance between them. i. 4.0 Sq mm single core multi studs - 26 Mtrs (Minimum)
ii. Lugs, HDPE Pipe, Flexible Pipe, Saddle, Cable tie etc.
1
3434
3434
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Earthing: 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 as below: (a) By ISI-Medium GI pipe including excavation of soil for installation of Earth Electrode and filling & ramming and connecting to individual structure to earth electrode including S&F 20 mm x 3 mm galvanised (Hot Dip) MS flat on wall/floor with GI saddles as required and connection to equipments incl. drilling holes, with bolts, nuts, washers etc.
2
2042
4084.98
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GST 18%
1
85225
85225
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Labour Cess 1%
1
5587
5587
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