RCC MH COVER SLAB FRONT VIEW

1
RCC MH COVER SLAB- FRONT VIEW
D1
15CM
40CM
120CM
Handle for lifting the cover
MS CHANNEL 150 X 75 X 6 MM(Galvanised)
Top view
A
A
BSNL Access Network
40CM
120CM
(Signature of Tenderer with seal)
DET/OFP/BJP/NIT/X/09-10/17 DTD 03.09.2009
2
RCCMH COVER SLAB APPEARANCE
D2
120cm
160cm (4no x 40cm)
15cm Thickness
Reinforcement Cement Concrete Mix Details for
MH Cover Slabs
CEMENT CONCRETE 1 1 2 (1Cement 1 Coarse Sand
2 Grade stone Aggragate of 12.5MM nominal size)
WITH 12 MM REINFORCEMENT AND 10 X 10 CM GRID
(Signature of Tenderer with seal)
DET/OFP/BJP/NIT/X/09-10/17 DTD 03.09.2009
3
RCC MH BOTTOM PLAN OF COVER SLAB
D3
MS SHEET 18 GUAGE GALVANISED
40CM
30CM
RCC MH SECTION AA VIEW
LIFTING HANDLE SHOULD BE CONNECTED TO IRON
MANHOLES
10 Cms
10 Cms
MS CHANNEL (Galvanised) 150 X 75 X 6 MM
5 Cms
5 Cms
15 CM
CEMENT CONCRETE 1 1 2 (1-CEMENT
1-COARSE SAND 2-GRADED
STONE AGGREGATE OF SIZE 12.5MM
MS SHEET 18 GUAGE WELDED TO CHANNEL
5CM WIDE FLAT WELDED TO CHANNEL
(Signature of Tenderer with seal)
DET/OFP/BJP/NIT/X/09-10/17 DTD 03.09.2009
4
D4
25 MM DIA ROD
THREADED INSIDE TO SUIT BOLT IN COVER SLAB
30 CM
32MM
37MM
33CM
7CM
MILD STEEL COVER SLAB LIFTING KEY
(Signature of Tenderer with seal)
DET/OFP/BJP/NIT/X/09-10/17 DTD 03.09.2009
5
D5
HORIZONTAL SECTIONAL VIEW OF RCC MAN HOLE
30CM
30CM
130CM
SUMP 30 X 30 CM
100CM
160CM
190CM
DET/OFP/BJP/NIT/X/09-10/17 DTD 03.09.2009
6
D6
FRONT ELEVATION OF RCC-MH
190 CM
10 CM
10 CM
20 CM
197.5 CM
30 CM
DET/OFP/BJP/NIT/X/09-10/17 DTD 03.09.2009
(Signature of Tenderer with seal)
30CM
7
RCC MH CROSS SECTIONAL VIEW
D7
160 CM
A
10 CM
10 CM
40 CM EACH
20 CM
150 X 100 X 6 MM MS ANGLE
50CM
Expander Bolt Assembly
Round Hooks For Holding OF Cable Coils
Refer Diag-8 for Details
Plastering
165 CM
50CM
160 CM
15 CM
17.5 CM
30 CM
A
7.5CM Concrete 1510
Grating Plate
30 CM
Water Sump 30 x 30 x 30 CM
(Signature of Tenderer with seal)
10CM RCC 11.53 with 6mm rod 10 x 10 cm
grid
DET/OFP/BJP/NIT/X/09-10/17 DTD 03.09.2009
8
D8
1.5 DIA MS ROD THREADED OUTSIDE
1.5 DIA MS PIPE THREADED INSIDE
NOTE ONE HOLDER ASSEMBLY TO BE PROVIDED ON THE
OTHER TWO WALLS OF THE MH EACH ONE MT AWAY FROM
THE WALL DIAGONALLY OPP SIDE
15CM
22 CM
15CM
50CM
20CM
2.5 WIDTH 6MM MS FLAT
(Signature of Tenderer with seal)
DET/OFP/BJP/NIT/X/09-10/17 DTD 03.09.2009
9
D9
RCC MH CABLE ENTRY
150 CM
100 CM
CABLE ENTRY
WITH 150MM GI PIPE
50MM GI-4NOS
130 CM
PLATFORM SIDE WALL
160 CM
15 CM
15 CM
DET/OFP/BJP/NIT/X/09-10/17 DTD 03.09.2009
(Signature of Tenderer with seal)
10
SECTION AA VIEW OF RCC MH
D10
COVER SLAB 15CM THICK
15CM
15CM
120 CM
15CM
25CM
10CM
10CM
100 CM
150 X 100 X 6 MM MS ANGLE
165 CM
RCC 1 2 4 1-cement 2-coarse sand 4- graded
stone Aggregate Of size 12.5mm WITH 10MM
ROD GRID 10 X 10 CM
RCC 1 1.5 3 10CM thickness
CC 1 5 10 7.5CM thickness
17.5 CM
100 CM
15 CM
15 CM
(Signature of Tenderer with seal)
DET/OFP/BJP/NIT/X/09-10/17 DTD 03.09.2009
11
Note For RCC MAN HOLE 1.The internal faces of
roof / walls neck of Chamber and exposed areas
of Pedastals shall be finished smooth with cement
mortar 13 (1-Cement 3-Coarse Sand) finished
smooth with a floating coat of neat Cement 2.Finis
hing of outer face of the chamber shall be done
with 12mm thick Cement plaster 13 (1-cement3
fine sand) 3. The floor of Man Hole including
sump shall be finished with 40mm Thick(av)
cement concrete flooring by providing adequate
slope. 4.Sump shall be covered with Galvanised GI
Grating of size 330/330mm (having weight not less
than 10kg each without frame) For CC
Manhole 1.The internal faces of roof / walls
neck of Chamber and exposed areas of Pedastals
shall be finished smooth with cement mortar
13 (1-Cement 3-Coarse Sand) finished smooth
with a floating coat of neat Cement 2. The floor
of Man Hole including sump shall be finished with
20mm Thick(av) cement concrete flooring by
providing adequate slope. 3. Sump shall be
covered with Galvanised GI Grating of size 330
x330mm (having weight not less than 10kg each
without frame)
DET/OFP/BJP/NIT/X/09-10/17 DTD 03.09.2009