Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date10 Jan 2025
Closing Soon31 Jan 2025
Tender Amount₹ 8,85,882
Costs
EMD
₹ 17,718Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_PHED_798344_5Tender No
WBPHED/EE/TD/NIeT_22_2024_2025Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://www.wbphed.gov.in/en/
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Documents
BOQ Items
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(i) Pakur Variety. (analysis rate)
Ground floor ( upto 4 mtr. Height)
12.5
6130
76627.63
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Hire and labour charges for shuttering with cantering 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)
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(a) 25 mm. to 30 mm. thick wooden shuttering as per decision & direction of Engineer-In-Charge.
100
324
32400
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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.
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(a) For works in foundation, basement and upto roof of ground floor/upto 4 m.
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(i) Tor steel/ Mild steel .( Other than SAIL/TATA/RINL)
0.98
84555
82948.53
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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 (Ground floor). [Excluding cost of chipping over concrete surface]
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(ii) With 1:4 cement mortar
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(a) 15 mm thick plaster
870
155
134850
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Cement washing including cleaning & smoothening surface thoroughly( cement to be used @25 kg /100 sqm. Of surface area for two coats
1840
14
26201.6
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Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer's specification. In ground floor.
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(iii) Two Coats.
1840
49
90160
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(a) 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 necessary screws and lugs in ground floor. 1x 7.50 Sqm.x28.00Kg/Sqm=2.10 Qntl.
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Add extra @ 1% for each addl. floor upto 4th floor and @ 1.25%
for each addl. floor above 4th floor)
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i) Grill weighing above 16 Kg./sq.mtr and above
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MODE OF MEASUREMENT):-
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The weight of grill per sq.m. will be determined by taking the physical weight of fabricated grill and dividing the same by coveredarea of the same
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N.B. No shop priming will be allowed to facilitate inspection of workmanship. Weight of grill is to be taken after final grinding and finishing the weld.
2.1
9696
20361.6
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(b) Extra for work in grill gate. 1x 6 nos.x1.50Kg/nos=9.00 kg i.e. 0.09 Qntl.
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-
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(I) For hanging and locking arrangements including supply of materials and labour complete.
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-
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(15% extra over the corresponding item of grill )
0.09
11150
1003.54
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ii) For supplying fitting and fixing bottom rollers including all labour complete. 1x 2 nos.x1.50Kg/nos=3.00 kg i.e. 0.03 Qntl.
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(5% extra over the corresponding item of grill )
0.03
10180
305.42
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M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conformingto IS: 226, IS: 808 & SP (6)- 1964 connected to one another withbracket, gussets, cleats as per design, direction of Engineer-inchargecomplete including cutting to requisite shape and length,fabrication with necessary bolting, metal arc welding conforming toIS: 816- 1969 & IS: 1995 using electrodes of approved make andbrand conforming to IS:814- 2004, haulage, hoisting and erectionall complete. The rate includes the cost of rolled steel section,consumables such as electrodes, gas and hire charge of all tools andplants and labour required for the work including all incidentalchages such as electricity charges, labour insurance charges etc.
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Payment to be made on the basis of calculated weight of structuralmembers only in finished work as per IS specified weight. Paymentfor gusset, bracket, cleat, rivets, bolts and nuts may be make byadding the actual weight of such items with the weight of finishedstructural members or 7% of weight for finished structural membersweighing not less than 22.5 Kg. / m. or 15 % of weight for finishedstructal members weighing less than 22.5 Kg. / m. may be increasedallow for bracket, cleat, rivet, bolts and nuts etc. and no seperatepayment being made for these items, as per direction of Engineer InCharge. The rates are considered for a height of erection 8m. / 2ndfloor level from the ground. Add 1.5% extra over the rate for eachadditional floor or 4m. beyond initiial 8m. or part thereof.
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(a)ForStructuralWorksinRoofTrussesetc.usingjoists,channels and angles of specified section weighing less than 22.5 kg/ m
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1x2x2.50Mx20.00kg.=100.00kg.
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Total=100.00Kg. i.e. 0.10 M.T., Say 0.10 M.T.
0.1
73761
7376.1
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Add GST@18%
1
133796
133796.6
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Add Cess@1%
1
8771
8771.11
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