Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Eprocure
Opening Date28 Jan 2025
Closing Date7 Mar 2025
Tender Amount₹ 19,18,366
Costs
EMD
₹ 38,367Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_PHED_807537_11Tender No
WBPHED/EE/TD/NIeT_24_2024_2025Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://www.wbphed.gov.in/en/
GEM & Bid Advisory Services
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Documents
BOQ Items
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(a) With earth obtained from excavation of foundation.
84.59
77
6559.11
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Earth work in filling in compound, tank, low land, ditches etc. with good earth, in layers not exceeding 150 mm. including breaking clods and consolidating the same by ramming and dressing complete. (Payment will be made on profile measurement before and after the work)
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(b) (i) With carried earth arranged by the contractor within a radius of 3 km. including cost of carried earth.
126
379
47857.32
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(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)
23.1
543
12555.08
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Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
136.5
348
47502
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Cement concrete with graded Jhama Khoa(32 mm. size excluding shuttering.
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In ground floor
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(a) 1:3:6 proportion.
8.4
4304
36158.47
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Brick work with 1st class bricks in cement mortar (1:6)
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-
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(a) In foundation and plinth
7.88
5198
40960.24
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Brick work with 1st class bricks in cement mortar (1:6)
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-
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(a) In Super strucute
34.69
5420
188019.8
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125 mm thick brick work with first class bricks in cement morter ( 1:4) In ground floor. (Item No.- 16 Page No.- 16)
222
712
158064
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Extra for using approved H.B. Netting in every third layer in any floor,
222
41
9102
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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. (Analysis Rate)
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(i) Pakur Variety. (analysis rate)
50.78
6094
309457.89
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Ground floor ( upto 4 mtr. Height)
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-
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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.
228.64
324
74079.36
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(f) 25 mm to 30 mm shuttering without staging in foundation
234.36
205
48043.8
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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)
3.83
84388
322868.99
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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
1130.25
155
175188.75
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Neat cement punning about 1.5 mm. thick in wall dado, window, sills, floor, drain etc.
168
34
5712
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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
1130.25
14
16094.76
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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.
1130.25
49
55382.25
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Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications.
10
126
1260
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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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-
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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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Dismantling all types of masonry excepting cement concrete plain or reinforced,stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.
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-
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(a) In ground floor including roof.
6
447
2682
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Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steel.
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-
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(a) In ground floor including roof.
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R.C.C. Roof slab & beam
3.5
1956
6846
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Stripping off worn out plaster and raking out joints of walls ,celings etcupto any height and in any floor including removing rubbish within a lead of 75 mtas directed.
56
19
1064
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Add GST@18% (CGST@9% + SGST@9%)
1
289734
289734.74
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Add Cess@1%
1
18993
18993.72
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