Zilla Parishad Tender
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Costs
EMD
₹ 41,500Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_ZPKHU_87571_1Bid Award Id
ViewTender No
DOPR/DE/Khunti/02/2024-25Tender Authority
Zilla Parishad ViewPurchaser Address
-Website
http://https://khunti.nic.in
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BOQ Items
Providing P.C.C. M-15 with nominal mix of (1:2:4) in Foundation with approved quality of stone metal grade III (53 to 22.4 mm size) and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixture, placing in position, vibration, striking, curing, taxes and royalty all complete as per building specification & direction of E/I.(5.3.1.1)
97.64
448971
4598.23
Providing random rubble stone masonry in cement mortar (1:4) in foundation and plinth including cost of screening, raking out joints to 20mm depth curing and taxes royalty all complete job.6.4.8
105.81
289885
2739.68
Providing 25 mm Thk. cement plaster(1:3) with clean course sand of FM-1.5 including screening, curing with all leads & lifts of water, scaffolding taxes & royalty all complete as per building specification and direction of E/I (3.1+3.11/5.7.1+5.7.12)
1020.45
264163
258.87
Providing R.C.C. M-20 with normal mix of 1:1.5:3 in FOUNDATION & PLINTH with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening shuttering, mixing cement concrete in mixer, placing in position vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/I. ( 5.3.1.1)
14.15
70208
4961.73
Centring & shutterng including strutting proping etc & removal of form for foundation.
203.76
39643
194.56
Providing T.M.T. Reinforcement of following dia Rods as per approved design and drawing including carriage of M.S. Rods of (Straight or in coils) to work site, cutting, bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per building specification and direction and direction of E/I. (5.5.5 B)
1.12
93351
83349.94
Filling in foundation trenches and plinth in layersnot exceeding 150 mm thick, well watered, rammed, fully conpared and fine dressed with earth obtained after cutting within lead of 50m and lift of 1.5m all completed as per direction of the E/I( mode of measurement compacted volume).
53.54
6130
114.5
I)CEMENT.
21.38
17505
818.8
II) SAND,
69.57
22493
323.32
III) STONE CHIPS,
33.2
40375
1216.12
IV)STEEL,
1.12
917
818.8
V) Boulder,
180.17
227787
1264.29
GST 18%
1728717.76
311169
0.18
Labour Cess 1%
2039886.95
20398
0.01
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