Zilla Parishad Tender
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Zilla Parishad Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date15 Jan 2025
Closing Date22 Jan 2025
Tender Amount₹ 1,10,391
Costs
EMD
₹ 2,208Document Cost
₹ 250Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_ZPHD_801182_4Tender No
BON-I/ETEN/BEUP/558/2024-25Tender Authority
Zilla Parishad ViewPurchaser Address
-Website
http://wbtenders.gov.in
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BOQ Items
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125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor
35
728
25498.55
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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 anddripcourse, scaffolding/ staging where necessary (Ground floor).[Excludingcost of chipping over concrete surface] (i) With 1:4 cement mortar. (a) 15 mm thick plaster
50
163
8161.5
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Neat cement punning about 1.5 mm thick in wall, dado, window sill, floor etc. Note: Cement 0.152 Cum. Per 100 Sqm.
50
32
1637.5
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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) (f) 25 mm to 30 mm shuttering without staging in foundation
43.75
214
9362.5
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Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
60
24
1440
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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.
2.17
5878
12730.97
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Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening andremoval 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. 1.2X 35.56X 7850 =3350 Kg
0.2
54522
11122.6
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PCC WORK TESTING Determination of Aggregate Impact Value as per IS: 2386 (Part – IV)
1
690
690
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Grading by Sieve Analysis as per IS: 2386 (Part – I)
1
460
460
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Fineness by dry sieving as per IS: 4031 (Part-I)
1
280
280
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Compressive Strength Test of Concrete Specimen as per IS: 516
1
280
280
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Construction of necessary Display Board including Setting of marble tiles with necessary lettering etc. to Display the schematic Details, as per instruction of IC. With 8 copies of Photo Pre Work, At the time of Work in progress and Post Work with thermocol at Construction joint
1
500
500
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Add 9% CGST
1
8336
8336.26
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Add 9% SGST
1
8336
8336.26
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Add 1% Cess
1
1092
1092.98
Evaluation Notes How It Works ?
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