Zilla Parishad Tender
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Zilla Parishad Tender
Civil And Construction
Building Construction
Eprocure
Opening Date20 Nov 2024
Closing Date28 Nov 2024
Tender Amount₹ 3,49,647
Costs
EMD
₹ 6,993Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_ZPHD_771479_1Tender No
245/KP-II/E-TENDER-01/15THFC UNTIED 1st 24-25/2024 SL 1Tender Authority
Zilla Parishad ViewPurchaser Address
-Website
http://wbtenders.gov.in
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BOQ Items
25mm. thick damp proof course with cement concrete with stone chips (1:1.5:3) [with graded stone aggregate 10 mm nominal size] and admixture of water proofing compound as per manufacturer's specification followed by two coat of polymer based paint, (1st coat after 4 to 5 days of concrete laying and 2 nd coat just before brick masonry work)as directed (cost of water proofing compound & polymer based paint to be paid separately).( Chequering not required over concrete or painted surface).[Note: - Waterproofing as per item 9, polymer based paint as per item 8 (a) of subhead C of Section (C).
11.84
186
2202.24
Brick work with 1st class bricks in cement mortar (1:6)
(b) In superstructure, ground floor
13.23
5529
73148.67
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]
(ii) With 1:4 cement mortar
(b) 15 mm thick plaster
121.29
161
19527.69
Neat cement punning about 1.5mm thick in wall, dado, window
sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
7.1
32
232.6
Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. n ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement
(ii) 25 mm. thick
33.08
269
8898.52
Providing and laying Design Mix concrete for plain /reinforced concrete work in any part of bridge(excluding bottom plugging) with coarseaggregates of appropriate nominal size andgrading, fine aggregate (sand) conforming toproper grading zone, both of approved quality andcement, as necessary, including labour, cost and
carriage of all materials and including preparationof design mix, approval of the same by theEngineer-in-Charge and cost for quality control,sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works.
(b) M-20 Grade.
9.22
5779
53283.03
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
(a) For works in foundation and upto roof of ground floor/upto 4 m
II. Other than
SAIL/ TATA/RINL
8 dia Rod-@125c/c
12.0mx8 Nos=96.00m
0.875x97 Nos=84.88 m
6.0mx8 Nos=48.00m
0.875mx49 Nos=42.88m
298.0mx7 Nos=203.0m
0.750mx233 Nos=174.75 m
Total=649.51m=650.00mx@0.42kg/m= 273.0kg=0.57 MT=0.27 MT
1.35
53512
72241.2
Hire and labour charges for Shuttering with orwithout staging upto 4.0 m height using approvedstout props with wooden planks/ply wood/steelsheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of
minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per
specification and direction
(a) Where staging is required.
73.18
335
24515.3
(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
(i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mt
1.87
7238
13535.06
Material Testing-Bricks-Determination of Compressive Strength as per IS: 3405(part I-IV)-@920.00/- & Compresive strength of Concrete Speciman as per IS:516-@280.00/-x3 Nos Concrete Cube=840.00
1
1760
1760
Construction of necessary Display Board including setting of Marble Tiles with necessary lettering etc. to disply the schematic details,as per instruction of E.I.C. with 3 copies of photo pre work, ongoing work and post work with thermocol as construction joints.
1
2230
2230
Add 18% SGST
1
52808
52808
Add 1% L.W. Cess
1
3462
3462
Evaluation Notes How It Works ?
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