PAVEMENT
QUALITY CONCRETE MANUALLY
1. Material : Source
of Material is appended below.
a) Coarse
Aggregate : Quarry
b) Fine
Aggregate : River Sand
c) Cement : 43 Grade OPC
d) Water : Bore Well of Batching Plant
e) Admixture : 1) SWC HS (PQ)
2)
MBT PQC (Rheobuild)
3)
Sikkament
f) Mild Steel Dowel Bars : Tata Iron & Steel Co. Ltd.
(TISCO)
g) Deformed bars for Tie : Tata Iron & Steel Co. Ltd.
(TISCO)
h) Joint Sealing Compound : Peadiseal
i) Curing Compound : Antisol – ‘A’ manufactured by Sika
Qualcrete
Ltd.
2. Mix Design : The
Mix Design will be used as approved earlier by Engineer.
3. Construction Process :
a) Preparation
of Surface : Manual Brooming will
be carried out to clean DLC surface
before laying
separation membrane. Separation membrane will be fixed on the surface be
nailing it.
b) Concrete
production : Concrete will be
produced in the Batching Plant which has automatic control fully
computerized so as to ensure accurate
proportioning and mixing. Slump control will be maintained at Batching Plant.
c)
Transportation :
Concrete discharged through mixer of Batching Plant will be transported
directly to site through Dumpers.
4. Placing :
a)
The work will be carried out manually and the
shuttering will be fixed longitudinally with a panel of 4.5 M.
b)
The alignment of the Shuttering will be checked by
Engineer’s Representative.
c)
Concrete shall be spread in the panel manually by Forks
/ Showals within the Paving area and concrete will be vibrated and compacted
through needle vibrators to achieve required level of compaction.
d)
Dowel Bar’s will be placed manually and the same will
be inserted through Fork upto the desired level.
e)
The Bar’s will be placed longitudinally by fixing the
Tie Bars in the Shuttering Channels.
f)
Finishing of Concrete Surface at the required level
will be carried out by moving screed on shuttering channel.
g)
Featuring shall be done by Brush with a handle and the
same will be moved horizontally to
achieve depth of 1.0 mm thickness
5.
Curing :
Curing will
commerce as soon as the completion of concrete surface. Curing compound will be sprinkled as per technical
specifications and moist Hessain cloth will cover the concrete surface.
6.
Tolerance :
The tolerance
for surface regulatory level, thickness and strength shall confirm to the
requirement as per technical specifications
7.
Machinery and Manpower :
Machinery & manpower will be
deployed as appended below.
1) Batching
Plant - 120 cum / hr
2) Shuttering
Sets with Channel - 2 Sets
3) Texturing
Brush with handle - 1
4) Dumpers - 15
5) Concrete
Saw - 01
6) Screed - 01
7) Needle
Vibrators - 04 Sets
8) Skilled
Labours - 10
9) Masions
- 3
10) Carwashing
pump - 01
(For Spraying Curing
compound)
11) Forks
/ Showels - 8
12) DG
Sets 62 KVA - 1 No.
13) Dowel
& Tie Bar inserter - 2 Nos.
8.
Environmental Safety :
1)
Water will obtain from the bore wells situated at Camp sites
2)
The Batching Plants are situated at our Camp Sites
and water sprinklers will
be installed to minimize dust & cement in the localities.
3)
Fuel storage and Refueling at site are in the camp
sites and strict supervision will be maintained
to stop spillage or leakage to any near by water bodies.
4) mechanical staff will maintain Batching Plant &
other related equipments regularly to reduce noise and atmospheric pollution.
5)
The construction vehicles, machineries and equipments
will move in designated are so it prevents compaction of any type of
vegetation and plants.
6)
All workers will be suitably provided with safety guards
at the site.
7)
Safety signals & sign boards will be provided at
every 200 m at the construction camp.
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