Zilla Parishad Tender
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Zilla Parishad - ZP Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date26 Nov 2024
Closing Soon3 Dec 2024
Tender Amount₹ 2,99,985
Costs
EMD
₹ 6,000Document Cost
₹ 750Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_ZPHD_774164_6Tender No
WB/PMZP/SBG/NIET-070/2024-25Tender Authority
Zilla Parishad ViewPurchaser Address
-Website
http://https://zpmidwest.org/
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Documents
BOQ Items
Supplying , fitting and fixing GI cap at top
1
139
139
Supplying of 32 mm GI clum set
1
300
300
Supply of pvc 100 x 50 mm dia reducing socket
1
171
171
Supplyiong , fitting, fixing steel cutter up to 450 mm long with socket ( 50 mm dia )
1
189
189
Supplying , fitting , fixing of 1.5 HP ( KSB ) Submersibl;e Pump
1
16000
16000
Supplying, fitting ., fixing og control panel board with meater with main switch 240 V & 15 amp
1
3500
3500
Supplying ,fitting , fixing of 1.5 mm Finoles Cabel
50
70
3500
Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer 1000 Liter
1
5128
5128
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
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
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.
0.12
417
50.04
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. 100 mm dia
60
426
25560
50 mm dia
57
287
16359
Supplying of Solvent Cement
0.5
520
260
Supply , fitting , fixing 25 mm dia Bal - Valve
2
239
478
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.
1.79
2029
3631.91
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
228.39
72
16581.11
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
2.15
1304
2803.6
Cement concrete with graded stone blast (40 mm size) excluding shuttering,if any ground floor(A) pakur veriety(a)1:3:6. (4x0.6mx0.60mx0.90m )
1.3
5207
6769.1
Supplying,fitting,fixing of PTMT ( polytetra bib cock/stop cock , prayag or equvalent ) 15 mm dia
6
154
924
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
6
3477
20862
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
6
1888
11328
M.S or W.I ornamental grill of approved design joints ontinuously welded with M.S, W.I flats and bars of window,railing etc. fitted and fixed and fixed with necessary crews and lugs in ground floor.
40
98
3955.2
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
133
191
25403
Tank cunecting nipil ( 32 mm dia )
3
166
498
GST 18%
1
45308
45308
Labour Cess 1%
1
2970
2970
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