estimate road safety 14-15
TRANSCRIPT
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Item
No./SO
R Sl.
No.
Item of works
MoRT&
H's Cl.
No.
Unit QuantityRate
(Rs.)
Amount
(Rs.)Remarks
1/8.13
Providing and laying of hot applied thermoplastic compound2.5 mm thick including reflectorising glass beads @ 250
gms per sqm area, thickness of 2.5 mm is exclusive of
surface applied glass beads as per IRC:35 .The finished
surface to be level, uniform and free from streaks and holes
and conforming to the MoSrt&H specifications
803 Sqm 9753.9 750.00 7315425.00
Qty.For centre line from Ch.6160 to Ch.32000
for a length of 25478.40 excluding length of
the Bridges = 3010x3.00x0.10
=903.00Sqm
From Annexure 1A= 4282.50 Sqm
From Annexure 1B= 1710.00Sqm
From Annexure 1C=2556.90Sqm
From Annexure 1D= 301.50Sqm
Total = 9753.90Sqm
Retro reflectorised Traffic sign:Providing and erecting of Retro-Reflectrorised cautionary,
mandatory & informatory sign as per IRC: 67 made of high
intensity encapsulated lens type reflective sheeting vide
clause 801.3, f ixed over aluminium sheeting, 2 mm thick
fixed on an angle iron of 25x25x4mm supported on a mild
steel angle iron post 75mm x 75mm x 6mm firmly f ixed to
the ground by means of properly design foundation with M-
15 grade Cement concrete 45cm x 45cm x 60cm, 60cm
below ground level as per approved drawing and sign. ( All
the Steel work must be Tata/Sail /or any other approved
brand)
(i) 90cm equilateral traingle Each 126 4900.00 617400.00(iii) 60cm circular Each 6 4200.00 25200.00(iv) 80cm x 60 cm rectangular Each 42 5300.00 222600.00(v) 60cm x 45 cm rectangular
Each 118 5200.00 613600.00
Name of Work: Estimate for providing Delineators, Crash barriers, Signages, Parapet wall etc. in NH-37, NH-51 & NH- 62 under Guwahati NH Division in the State of Assam under A.P. 2014-15.
2/8.4
ESTIMATE
Qty. from Annexure 2,
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ItemNo./SO
R Sl.
No.
Item of works
MoRT&
H's Cl.
No.
Unit QuantityRate
(Rs.)
Amount
(Rs.)Remarks
3/8.6
Direction and place identification sign more than 0.9sqm
size board.
Providing and erecting direction and place identification retro
Reflectrorised sign as per IRC:67 made of encapsulated
lens type reflective sheeting vide clause 801.3 fixed over
aluminium sheeting, 2mm thick with area exceeding 0.9sqm
fixed on an angle iron of 25x25x4mm supported on a mildsteel angle iron post 75mm x 75mm x 6mm, 2 nos. firmly
fixed to the ground by means of properly design foundation
with M-15 grade Cement concrete 45cm x 45cm x 60cm,
60cm below ground level as per approved drawing and sign.
. ( All the Steel work must be Tata/Sail/or any other
approved brand)
801 Sqm 45.36 11000.00 498960.00
Qty. from Annexure 3
4/8.23 A
Type - A, "W" : Metal Beam Crash Barrier (Providing and
erecting a "W" metal beam crash barrier comprising of 3 mm
thick corrugated sheet metal beam rail, 70 cm aboveroad/ground level, fixed on ISMC series channel vertical
post, 150 x 75 x 5 mm spaced 2m center to center, 1.8 m
high, 1.1m below ground/road level, all steel parts and
fitments to be galvanized by hot dip process, all f itting to
conform to IS:1367 and IS:1364, metal beam rail to be
fixedon the vertical post with a spacer of channel section
150mmX75mmX5mm, 330mm long complete as per clause
810.)
810 m 6597.00 3475.00 22924575.00
Qty. from Annexure 4
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Item
No./SO
R Sl.
No.
Item of works
MoRT&
H's Cl.
No.
Unit QuantityRate
(Rs.)
Amount
(Rs.)Remarks
5/8.80
Aluminium backed Flexible Prismatic Sheeting (AFP) :
Supplying,fitting, fixing of yellow colored alumunium backed
flexible prismatic retroreflective sheeting of 1 ft. width with
screen pointed arrow/slant line pattern in black and a
continous roll format,laminated at the back with a 50 micron
Alumunim (AL) foil with pressure sensitive adhesive and
liner and the flexibility,retro-reflectivity and other relevant
propert ies confirming to Type-VI as ASTM D4956-09 for
rebound devices.Above sheeting shall be flexible and
conformable enough to be directly applicable on rough
concrete,wood or masonry surfaces with a high
performances contact adhesive.The edges of above
sheeting shall be sealed on all four sides after application
with a two part epoxy based structural adhesive and shall be
extremely resistant to peel off.
Sqm 59.4 550.00 32670.00
Qty. from Annexure 4
6/8.51
Providing reflective pavement marker with Micro prismatic
lens in both direction having thermoplastic body adhering to
the specification and guidelines ofMoSRT&Hs f ixed to the
road surface using the adhesives and the procedures
recommended by the manufacturers with three months
replacement warranty and free maintenance.
Each 15115 298.00 4504270.00
Qty. from Annexure 5
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Item
No./SO
R Sl.
No.
Item of works
MoRT&
H's Cl.
No.
Unit QuantityRate
(Rs.)
Amount
(Rs.)Remarks
7/8.47(a)
ProvidingSparkle Solar Road Studs, manufactured by Tata
B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height
(from bottom of shank to the top of stud) with detachable
battery, m6LEDs-three on each side for Bi-directional
studs/3 LEDs on one side for unidirectional studs, ultrabright LED in amber and red colour, weight per stud 700+25
gms, flash rate of 50-65 times per minute completely water
resistant and weather proof with replacement warranty and
free maintenance fro one year from the date of installation of
stud on road-(installation should be made using adhesives
and procedures recommended by manufacturer under the
supervision of their competent technician).
Bi-directional stud
Each 302 3500.00 1057000.00
Qty. from Annexure 5
8/8.54
(a)
Providing metal tubular delineator (50mm dia and 1.25mm
thick) with 15cm reflector made of heigh intensity grade retro
reflectorised sheeting around the pipe at top covered with
wire mesh of 20cm length with two nos of similar reflective
bands and bottom fastener M.S. angle including firmly fixing
the delineator to the ground by means of CC(M-15)
foundation of size-(25cmx25cmx25cm), 25cm below ground
to the true line and level as directed by the deptt. With six
months replacement warranty and free maintenance.1000mm Height
Each 1804 596.00 1075184.00
Qty. from Annexure 5
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Item
No./SO
R Sl.
No.
Item of works
MoRT&
H's Cl.
No.
Unit QuantityRate
(Rs.)
Amount
(Rs.)Remarks
9/17.54
RCC Pipe Delineator
Providing of hume pipe delineator, 250 mm in diameter,
1250 mm high, having 25mm skin thickness filled with earth
for stability up to 5 cm from top and remaining f illed with
1:3:6 c.c.in spherical segment to prevent percolation of
water and emeded in c.c. (1:3:6) below ground level up to adepth of 500mm, 75mm thick cc surrounding the pipe,
painted white as per approved drawing.
Each 2290 1538.00 3522020.00
Qty. from Annexure 5
10/8.50
Providing Linear Delineator System with Diamond grade
ref lective sheeting of size 80cmx10cm, f ixing over thin
gauge crimped aluminium sheeting with single colour panels
of Yellow/Red/White and fixing to the object as per specification of the manufacturer.
Each 180 480.00 86400.00
At the RCC crash Barriers of ROB at
Km119 on NH-37
Qty. = (2x533.14/6) + 2 = 180 Nos.
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Item
No./SO
R Sl.
No.
Item of works
MoRT&
H's Cl.
No.
Unit QuantityRate
(Rs.)
Amount
(Rs.)Remarks
11/8.75
Providing and erecting Median Markers which shall be made
of tough, high impact resistant, injection-moulded,
thermoplastic body with an isosceles trapezoid structure of
length, width and height not less than 15cm, 10cm and
10cm respectively and thickness shall not be less than 1.8
mm. The palstic used for moulding the Median Marker shallhave a minimum notched izod impact strength value 600
J/m at room temparature, when tested in accordance with
ASTM D256 shall retain 70% of this value when sujected to
accelerated weathering for 1000 hours as per ASTM G 155.
The logo of the manufacturer shall be embossed on either
side of the body in the injection molding process. The
median marker shall have fluroscent yellow color retro-
reflective sheeting of size not les than 8.5cmX8.5cm and
with fully reflective microprismatic cube corners as its retro-
reflective elements and meets ASTM D 4956 type IX
specification. The retro-reflective sheeting shall be on bothsides of the median marker and shall be edge protected with
no exposed edges which will prevent edge lifting, vandalism,
sheeting damage etc. The median marker shall by a
combination of epoxy adhesive and grouting as per
manufacturers' recommendation completed as directed by
engineer. The material should be accompanied with pre-
quanlification warranty from the manufacturer.
Each 204 720.00 146880.00
Qty.
On NH-37,
At Median at Solmari (Km16)
= 34 Nos.
At Median at Paikan junction point (Km31)= 40 Nos.
At Br. No.116/1 on the raised footpath kerb
= (2x128/6)+2 = 45 Nos.
At Median at Uparhali Km125
= 45 Nos.
At Channelising island at Km125
= 40 Nos.
Total =204 Nos.
12/Analy
sis
Providing and erecting of Overhead Sign board allcomplete, as per direction of the Engineer.
Each 1 475796.00 475796.00
Rate form Analysis 1Location,
On NH-37, at Km63 = 1 No
.
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Item
No./SO
R Sl.
No.
Item of works
MoRT&
H's Cl.
No.
Unit QuantityRate
(Rs.)
Amount
(Rs.)Remarks
13/Analysis
Providing and erecting road safety slogan writing
retro reflectrorised board mounted over MS frame all
complete as per direction of the Engineer.
Each 20 20507.39 410147.80
Rate from Analysis 2
Location,
On NH-37, providing 2 Nos. of board at
5.00 Km interval,from Km48 to Km100
=2x11=22 Nos.
14/Analy
sis
Raising of Parapet Walls of culverts
Each 119 4421.10 526110.90
Qty.
From Km16 to Km47 on NH-37
16/1,17/2,19/1,20/1,21/1,21/2,22/1,22/2,26/1,26/2
,26/3,27/1,27/2,28/1,28/2,29/1,29/3,30/1,31/1,32/
2,32/4,33/1,33/2,33/3,37/1,38/1,38/2,39/1,39/2,40
/1,40/2,41/2,41/3,43/1,43/3,44/1,44/2,45/1,45/3,4
6/1,46/2,46/3 & 47/1
= 43 Nos.
From Km48 to Km100 on NH-37
59/1,59/2,59/4,60/1,63/2,63/3,72/2,72/3,73/3,76/3,82/3,85/1,85/2,86/3,88/3,88/4,95/2,96/2,96/3,97/
3,97/4,98/2,98/3,99/2,100/1,100/3
=26 Nos.
From Km101 to Km134 on NH-37
101/1,101/2,101/3,101/4,101/5,102/2,103/3,106/1
,106/2,106/3,106/4,112/1,112/2,113/1,114/2,114/
3,114/4,115/2,115/3,115/4,117/1,117/2,117/3,117
/4,117/5,118/1,118/2,118/3,118/4,118/5,118/6,11
9/1,119/2,121/1,122/1,124/1,125/1,125/2,126/1,1
26/2,126/3,127/1,127/2,128/1,128/2,129/1,129/2,
131/1,131/2 & 131/3=50 Nos.
Total = 119 Nos.
Rate from Analysis 3
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ItemNo./SO
R Sl.
No.
Item of worksMoRT&H's Cl.
No.
Unit QuantityRate
(Rs.)
Amount
(Rs.)Remarks
Kilo Metre Stone (Reinforced cement concrete
M15grade kilometre stone of standard design as per
IRC:8-1980, fixing in position including painting and
printing etc)
5th kilometre stone (precast)
Ordinary Kilometer stone (Precast)Each 46 2431 111826.00
44216361.70
1238058.13
45454419.83
454544.20
4090897.78
Rs. 49,999,861.81
Rs. 50,000,000.00
Grand Total
50297.00
15/8.14 804
Qty.
From Km100/00 to Km134/00 (2-lane)
From Km134/00 to Km146/00 (4-lane)
Total 5th Km stone = 13 Nos.
Total ordinary Km stone = 46 Nos.
Total (A)
Add Contingency @2.8% over (A)
(Rupees Five Crores Only)
13Each
Say,
Total (B)
Add Quality control @1% over (B)
Add Agency charge @9% over(B)
3869.00
Executive Engineer, PWD
Guwahati NH Division
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Sl.No. Item of works Amount
(Rs.)
Total amount
(Rs.)
1 Road marking works (Item No.1) 7315425
Retro-reflectrorised traffic signs
(i) 90cm equilateral traingle 617400.00
(iii) 60cm circular 25200.00
(iv) 80cmm x 60 cm rectangular 222600.00
(v) 60cmm x 45 cm rectangular 613600.00
3 Direction and place identification sign more than
0.9sqm size board. 498960.00
Road Appurtenances
Type - A, "W" : Metal Beam Crash Barrier 22924575.00
Aluminium backed flexible prismatic sheeting 32670.00
Reflective pavement marker 4504270.00
Sparkle Solar Road Studs 1057000.00
Metal tubular delineator 1075184.00
RCC Pipe Delineator 3522020.00
Linear delineator system 86400.00Median Marker 146880.00
Overhead Sign board
Providing and erecting of Overhead Sign board 475796.00
6 Providing and erecting road safety slogan writing
retro reflectrorised board 410147.80
Miscelleneous
Raising of Parapet walls 526110.90
5th kilometre stone (precast) 50297.00
Ordinary Kilometer stone (Precast) 111826.00 688233.9044216361.70
1238058.13
45454419.83
454544.20
4090897.78
49999861.81
5,00,00,000.00
Name of Work: Estimate for providing Delineators, Crash barriers, Signages, Parapet wall etc.
in NH-37, NH-51 & NH- 62 under Guwahati NH Division in the State of Assam
under A.P. 2014-15
ABSTRACT
1478800.00
2
Total (A)
Total (B)
5
33348999.00
4
7
(Rupees Five Crores only)
Add [email protected]% over (A)
Add Quality control@1% on (B)
Add Agency charge@9% on (B)
Grand Total
Say,
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33348999.00
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Annexure 4
Nos.Width
(m)
Length
(m)
Area
(Sqm)
1 37/15 Br. No.15/2 4 0.30 0.50 0.60
2 37/18 Br. No.18/1 4 0.30 0.50 0.60
3 37/22 Approach to Br. N0.22/3 4x15.00 60.00 4 0.30 0.50 0.604 Br. No.24/1 4x15.00 60.00 4 0.30 0.50 0.60
5 Br. No.24/2 4 0.30 0.50 0.60
6 37/25 Approach to Br. N0.25/1 4x15.00 60.00 4 0.30 0.50 0.60
7 37/29 Approach to Br. N0.29/2 4x15.00 60.00 4 0.30 0.50 0.60
8 37/31 Br. No.31/2 4 0.30 0.50 0.60
9 Approach to Br. N0.32/1 4x15.00 60.00 4 0.30 0.50 0.60
10 Approach to Br. No.32/3 4x15.00 60.00 4 0.30 0.50 0.60
11 Approach to Br. No.32/5 4x15.00 60.00 4 0.30 0.50 0.60
12 Approach to Br. No.34/1 4x15.00 60.00 4 0.30 0.50 0.60
13 Approach to Br. No.34/2 4x15.00 60.00 4 0.30 0.50 0.60
14 37/35 Approach to Br. No.35/1 4x15.00 60.00 4 0.30 0.50 0.60
15 Approach to Br. No.36/1 4x15.00 60.00 4 0.30 0.50 0.60
16 Approach to Br. No.36/2 4x15.00 60.00 4 0.30 0.50 0.60
17 Approach to Br. No.36/3 4x15.00 60.00 4 0.30 0.50 0.60
18 37/37 Approach to Br. No.37/2 4x15.00 60.00 4 0.30 0.50 0.60
19 Approach to Br. No.41/1 4x15.00 60.00 4 0.30 0.50 0.60
20Approach to Br. No.41/4 4x15.00 60.00 4
0.30 0.50 0.60
21 37/42 Approach to Br. No.42/1 4x15.00 60.00 4 0.30 0.50 0.60
22 37/43 Approach to Br. No.43/2 4x15.00 60.00 4 0.30 0.50 0.60
23 37/44 Approach to Br. No.44/3 4x15.00 60.00 4 0.30 0.50 0.60
24 37/45 Approach to Br. No.45/2 4 0.30 0.50 0.60
25 37/47 Approach to Br. No.47/2 4x15.00 60.00 4 0.30 0.50 0.60
26 37/50 Approach to Br. No.50/6 4x12.00 48.00 4 0.30 0.50 0.60
27 37/52 Approach to Br. No.52/2 4x12.00 48.00 4 0.30 0.50 0.60
28 37/54 Approach to Br. No.54/1 4x12.00 48.00 4 0.30 0.50 0.60
29 37/55 Approach to Br. No.55/5 4x12.00 48.00 4 0.30 0.50 0.6030 37/56 Approach to Br. No.56/4 4x12.00 48.00 4 0.30 0.50 0.60
37/24
37/32
37/34
37/36
37/41
Sl.
No.NH/Km Location
Length
(m)
Total
Length
(m)
Statement showing the Quantity of Crash Barrier and Aluminium backed Flexible
Prismatic sheeting
Aluminium backed flexible
Prismatic sheeting at Railings
of the Bridges
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Annexure 4
Nos.Width
(m)
Length
(m)
Area
(Sqm)
42 Approach to Br. No.68/1 4x17.00 68.00 4 0.30 0.50 0.60
43 RHC at Ch.67400-67600 1x25.00 25.00
44 LHC at Ch.67610-67710 1x25.00 25.00
45 Approach to Br. No.70/1 4x12.00 48.00 4 0.30 0.50 0.60
46 Approach to Br. No.70/2 4x12.00 48.00 4 0.30 0.50 0.60
47 Approach to Br. No.71/1 4x12.00 48.00 4 0.30 0.50 0.60
48 Approach to Br. No.71/3 4x12.00 48.00 4 0.30 0.50 0.60
49 37/72 Approach to Br. No.72/1 4x17.00 68.00 4 0.30 0.50 0.60
50 37/74 Approach to Br. No.74/3 4x12.00 48.00 4 0.30 0.50 0.60
51 37/76 Approach to Br. No.76/2 4x12.00 48.00 4 0.30 0.50 0.60
52 Approach to Br. No.79/1 4x12.00 48.00 4 0.30 0.50 0.60
53 Approach to Br. No.79/2 4x12.00 48.00 4 0.30 0.50 0.60
54 Approach to Br. No.79/4 4x17.00 68.00 4 0.30 0.50 0.60
55 37/82 Approach to Br. No.82/1 4x12.00 48.00 4 0.30 0.50 0.60
56 37/83 LHC at Ch.82500-82700 1x50.00 50.0057 37/84 Approach to Br. No.84/1 4x17.00 68.00 4 0.30 0.50 0.60
58 37/87 Approach to Br. No.87/1 4x12.00 48.00 4 0.30 0.50 0.60
59 37/90 Approach to Br. No.90/1 4x12.00 48.00 4 0.30 0.50 0.60
60 37/92 Approach to Br. No.92/2 4x12.00 48.00 4 0.30 0.50 0.60
61 37/93 Approach to Br. No.93/2 4x12.00 48.00 4 0.30 0.50 0.60
62 Approach to Cul. No.94/1 4x12.00 48.00 4 0.30 0.50 0.60
63 Approach to Br. No.94/3 4x12.00 48.00 4 0.30 0.50 0.60
64 37/96 Approach to Br. No.96/1 4 0.30 0.50 0.60
65 37/99 Approach to Br. No.99/1 4 0.30 0.50 0.6066 37/102 Approach to Br. No.102/1 4x24.00 96.00 4.00 0.30 0.50 0.60
67 Approach to Br. No.103/1 4x18.00 72.00 4.00 0.30 0.50 0.60
68 Approach to HP Cul No.103/2 4x24.00 96.00 4.00 0.30 0.50 0.60
69 Approach to HP Cul No.105/1 4x24.00 96.00 4.00 0.30 0.50 0.60
70 Approach to Br. No.105/2 4x75.00 300.00 4.00 0.30 0.50 0.60
71 37/107 Approach to Br. No.107/1 4x24.00 96.00 4.00 0.30 0.50 0.60
72 37/108 Approach to Br. No.108/1 4x24.00 96.00 4.00 0.30 0.50 0.60
73 37/109 Approach to Br. No.109/1 4x30.00 120.00 4.00 0.30 0.50 0.60
74 37/110 Approach to Br. No.110/1 4x24.00 96.00 4.00 0.30 0.50 0.60
75 0 30 0 50 0 60
Aluminium backed flexible
Prismatic sheeting at Railings
of the Bridges
37/103
37/68
NH/Km
37/105
37/70
37/71
37/79
37/94
Sl.
No. Location
Length
(m)
Total
Length(m)
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Annexure 4
Nos.Width
(m)
Length
(m)
Area
(Sqm)
85 37/135 Approach to Br. No.135/1 4x24.00 96.00 4.00 0.30 0.50 0.60
86 LHC at Ch.135480-135975 1x495.00 495.00
87 Br. No.136/4 8.00 0.30 0.50 1.20
88 Approach to Br. No.141/1 4x24.00 96.00 8.00 0.30 0.50 1.20
89 Br. No.141/2 8.00 0.30 0.50 1.20
90 37/142 Approach to Br. No.142/1 4x24.00 96.00 8.00 0.30 0.50 1.2091 37/146 Underpass at GU bypass 8.00 0.30 0.50 1.20
92 51/2 Br. No.2/1 4.00 0.30 0.50 0.60
93 51/9 Br. No.9/6 4x15.00 60.00 4.00 0.30 0.50 0.60
94 Br. No.11/1 4x15.00 60.00 4.00 0.30 0.50 0.60
95 Br. No.11/2 4.00 0.30 0.50 0.60
96 51/13 Br. No.13/1 4.00 0.30 0.50 0.60
97 51/17 Br. No.17/1 4.00 0.30 0.50 0.60
98 51/19 Br. No.19/2 4.00 0.30 0.50 0.60
99 51/22 Br. No.22/3 4.00 0.30 0.50 0.60100 62/5 Br. No.5/1 4.00 0.30 0.50 0.60
101 62/7 Br. No.7/3 4.00 0.30 0.50 0.60
Total 6597.00 59.40
Sl.
No.NH/Km Location
Length
(m)
Total
Length
(m)
Aluminium backed flexible
Prismatic sheeting at Railings
of the Bridges
51/11
37/136
37/141
Executive Engineer, PWD
Guwahati NH Division
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Annexure 2
Sl.
No.NH Type of Sign borads
Location
(chainage)
90 cm
Equilateral
sign board
(Nos.)
80cmx60cm
rectangurlar
sign board
(Nos.)
60cm
circular
sign board
(Nos.)
60cmx45cm
rectangular
sign Board
(Nos.)
1 37 School 54950-55050 2
2 37 Route Marker 55400-55500 2
3 37 Speed Limit 56400-57300 2
4 37 Major Road 56870-56970 2
5 37 School 57025-57175 2
6 37 Major Road 57600-57700 2
7 37 Pedestrian crossing 73550-73650 2
8 37 PWD IB 73600-73700 2
9 37 Petrol 74900-75100 2
10 37 School 75150-75250 2
11 37 Route Marker 75400-75500 2
12 37 School 76400-76600 2
13 37 School 78060-78200 2
14 37 Major Road 78250-78350 2
15 37 Eating Place 79000-79300 2
16 37 Route Marker 80100-80200 2
17 37Right hand Curve & Left
hand curve80360-80600 2
18 37 Chevron 80400-80550 10
19 37Right hand Curve & Left
hand curve81600-82000 2
20 37 Chevron 10
21 37 School 82000-82200 2
22 37 Major Road 82400-82500 2
23 37Right hand Curve & Left
hand curve82470-82900 2
24 37 Chevron 82560-82840 10
25 37 Hospital 82500-82600 2
26 37Right hand Curve & Left
hand curve2
27 37 Chevron 8
28 37 Route Marker 85400-85500 2
29 37Right hand Curve & Left
hand curve87950-88150 2
30 37 Chevron 88010-88100 8
31 37Right hand Curve & Lefthand curve
88220-88425 2
Statement showing the type, size and location of informatory, cautionary and mandatory sign
boards
82900-83200
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Annexure 2
Sl.
No.NH Type of Sign borads
Location
(chainage)
90 cm
Equilateral
sign board
(Nos.)
80cmx60cm
rectangurlar
sign board
(Nos.)
60cm
circular
sign board
(Nos.)
60cmx45cm
rectangular
sign Board
(Nos.)
47 37 Route Marker 95200-95300 2
48 37 Petrol 95500-95600 2
49 37 School 95900-96200 2
50 37Right hand Curve & Left
hand curve2
51 37 Chevron 8
52 37Right hand Curve & Left
hand curve2
53 37 Chevron 8
54 37 Cross Road 98400-98500 2
55 37Right hand Curve & Left
hand curve2
56 37 Chevron 8
57 37 School 100800-100950 2
58 37 Bus Stop 2
59 37 Pedestrian crossing 2
60 37 School 102200-102350 2
61 37 Narrow Bridge 102450-102550 2
62 37
Right hand Curve & Left
hand curve 104050-104500 2
63 37Right hand Curve & Left
hand curve2
64 37 Chevron 10
65 37 Hospital 106000-106150 2
66 37 School 106400-106550 2
67 37 Narrow Bridge 107050-107150 2
68 37 Petrol 107850-107950 2
69 37 School 108000-108100 2
70 37 Pedestrian crossing 108450-108550 2
71 37 Major Road 2
72 37 Pedestrian crossing 2
73 37 School 2
74 37 PWD IB 2
75 37 Police 2
76 37 Pedestrian crossing 2
77 37 Major Road 2
78 37 Speed Limit 2
79 37 School 111150-111250 2
80 37 Right hand Curve & Lefthand curve
111300-111800 2
96950-97200
97900-98100
98900-99200
101700-102000
104600-105650
109600-109800
110000-110800
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Annexure 2
Sl.
No.NH Type of Sign borads
Location
(chainage)
90 cm
Equilateral
sign board
(Nos.)
80cmx60cm
rectangurlar
sign board
(Nos.)
60cm
circular
sign board
(Nos.)
60cmx45cm
rectangular
sign Board
(Nos.)
94 37 Pedestrian crossing 137100-137200 2
95 37 School 137950-138030 2
96 37 Police 2
97 37 Pedestrian crossing 2
98 37 Hospital 138300-138400 2
99 37 Pedestrian crossing 139000-139100 2
100 37 Pedestrian crossing 139920-140010 2
Total 126 42 6 118
138150-138200
Executive Engineer, PWD
Guwahati NH Division
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Annexure 2
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Annexure 2
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Annexure 2
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Annexure 3
Length
(m)
Width
(m)
1Direction and place identification
(Simlitola)At Km62 2 1.20 0.80 0.96 1.92
2Direction and place identification
(Deosila River))At Km68 2 1.20 0.80 0.96 1.92
3Direction and place identification
(Marki River)At Km72 2 1.20 0.80 0.96 1.92
4Direction and place identification
(Nagarbera)At Km74 2 1.20 0.80 0.96 1.92
5Direction and place identification
(Nagarbera))At Km83 2 1.20 0.80 0.96 1.92
6Direction and place identification
(Singra River)At Km84 2 1.20 0.80 0.96 1.92
7Direction and place identification
(Samaria)At Km93 2 1.20 0.80 0.96 1.92
8Direction and place identification
(Boko river)At Km93 2 1.20 0.80 0.96 1.92
9Direction and place identification
(Goroimari)At Km99 2 1.20 0.80 0.96 1.92
10 Direction and place identification At Km100 2 1.50 1.20 1.80 3.60
11 Direction and place identification At Km102 2 1.50 1.20 1.8 3.6
12 Direction and place identification At Km107 1 1.50 1.20 1.8 1.8
13 Reassurance Sign At Km110 1 1.50 1.20 1.8 1.8
14 Direction and place identification At Km115 2 1.50 1.20 1.8 3.6
15 Reassurance Sign At km120 2 1.50 1.20 1.8 3.6
16 Direction and place identification At Km125 2 1.80 1.20 2.16 4.32
17 Reassurance Sign At Km129 1 1.50 1.20 1.8 1.8
18 Direction and place identification At Km135 1 1.50 1.20 1.8 1.8
19 Reassurance Sign At Km140 1 1.80 1.20 2.16 2.16
Type of sign boardsSl.
No.
Total Area
(Sqm)
37
Statement showing the Quantity of Direction and place identification sign boards of size more
than 0.90sqm
Size of SignBoards
Size of
each
Sign
Board
(Sqm)
No. of
Sign
Board
LocationNH
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Annexure 1D
Sl.
No.NH Particulars
Location
(Chainage)Calculation of Area
Total
Area(Sqm)
Pedestrian Crossing 10x3.00x0.50 15.00
Stop Line 2x2x10.00x0.15 6.00
Pedestrian Crossing 10x3.00x0.50 15.00
Stop Line 2x2x10.00x0.15 6.00
Pedestrian Crossing 10x3.00x0.50 15.00Stop Line 2x2x10.00x0.15 6.00
Pedestrian Crossing 10x3.00x0.50 15.00
Stop Line 2x2x10.00x0.15 6.00
Pedestrian Crossing 10x3.00x0.50 15.00
Stop Line 2x2x10.00x0.15 6.00
Pedestrian Crossing 10x3.00x0.50 15.00
Stop Line 2x2x10.00x0.15 6.00
Pedestrian Crossing 10x3.00x0.50 15.00
Stop Line 2x2x10.00x0.15 6.00
Pedestrian Crossing 10x3.00x0.50 15.00
Stop Line 2x2x10.00x0.15 6.00
Pedestrian Crossing 10x3.00x0.50 15.00
Stop Line 2x2x10.00x0.15 6.00
Pedestrian Crossing 2x9x3.00x0.50 27.00
Stop Line 2x2x2x8.75x0.15 10.50
Pedestrian Crossing 2x9x3.00x0.50 27.00
Stop Line 2x2x2x8.75x0.15 10.50
Pedestrian Crossing 2x9x3.00x0.50 27.00
Stop Line 2x2x2x8.75x0.15 10.50
301.50
108500.00
137150.00
Statement showing the Quantity of Road marking for Pedestrian Crossing
73600.00
6
7
37
8
9
10
Total
114850.00
138050.00
139950.00
90375.00
92525.00
92975.00
101925.00
109750.00
110450.00
11
12
1
2
3
4
5
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Annexure 5
Sl.No.
NH Location(Chainage)
RPM(Nos.)
SolarStud
(Nos.)
MetalTubular
Delineator
Nos.
HPDelineator
(Nos.)
Remarks
1 37 6160-6360Approach to Naranarayan
Setu
2 37 15400-15600 300 Solmari Junction point
3 37 20600-20800 400 Agia/ Curve
4 37 22000-23000 314 High Embankment
5 23000-24000 314 High Embankment
6 37 31200-31400 200Paikan, Junction Point of
NH-37 & NH-51
7 37 32200-32400 200 Curve
8 37 32400-33200 800 Krishnai Town
9 37 32200-32400 160 Br. Nos.34/1 &34/6
10 37 34400-34600 80 Br. No.35/1
11 34000-34075 25 High Embankment
12 37 35200-35400 80 Br. No.36/1
13 37 35600-35800 80 Br. No.36/2
14 37 35800-36000 80 Br. No.36/315 37 36000-36200 80 Br. No.37/2
16 37 38400-38600 40 Culvert
17 37 40000-40200 80 Br. No.41/1
18 37 40800-41000 80 Br. No. 41/4
19 37 41200-41400 80 Br. No.42/1
20 37 42800-43000 80 Br. No.43/2
21 37 43400-43600 80 Br. No.44/3
22 37 44800-45000 80 Br. No.45/2
23 37 45400-46200 800 Dudhnoi Town
24 37 46200-46600 300 Curve
25 37 46600-46800 80 Br. No.47/2
26 37
At total 25 Nos. of
Bridges on NH-37
under Goalpara
NH Sub-Division
100 1000
Qty. of Solar Stud =
25x4= 100 Nos.
Qty. of Metal Tubular
Delineator = 25x4x10 =
1000 Nos.
30 37 80400-80800 150 78 Curve
31 37 81600-82000 150 78 Curve
32 37 82500-82900 150 78 Curve33 37 82900 83200 113 59 C
Statement showing the quantity and location of Reflective pavement marker (RPM), Solar Stud
(Bi-Directional), Metal Tubular delineator and HP delineator
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Annexure 5
Sl.
No.NH
Location
(Chainage)
RPM
(Nos.)
Solar
Stud
(Nos.)
Metal
Tubular
Delineator
(Nos.)
HP
Delineator
(Nos.)
Remarks
38 37
Br. Nos.
54/1,55/5,56/4,57/1
,57/3,58/2,74/3,76/
2,79/1,79/2,82/1,87
/1,90/1,91/3,94/1,9
4/3,96/1 & 99/1
1440 72
Minor Bridges,
RPM=18x4x20 =1440 Nos.
Solar studs,
=18x4x1= 72 Nos.
39 Ch.73600,90375,92525 & 92975 336 At Pedestrian Crossing,4x4x21 = 336 Nos.
40 37 101400-102000 202 Built up area, Bamunigaon
41 37 104200-104500 102 Built up area, Kharkhari
42 37 104550-105600 350 Curve
43 37 106550-106800 85 Built up area, Gobardhan
44 37 109200-110900 568 Chaygaon Town
45 37 111350-111600 85 Curve
46 37 111500-112000 90 High Embankment(RHS)
47 37 112000-112700 118 High Embankment(RHS)48 37 113100-113750 109 High Embankment (RHS)
49 37 114300-115000 235 Built up area , Kukurmara
50 37 123100-124300 398 Buit up area, Bijoynagar
51 37 126800-127950 385 109 Mirza Town
52 37 144000-145550 519High Embankment (Both
Side)
72 37
Br. No.
102/1,103/1,107/1,
135/1 & 136/4, HP
Cul No.103/2,
105/1 &114/1
328 32
At Bridges & HP Culverts,
RPM = 8x41 =328 Nos.
Solar Stud = 8x4=32 Nos.
73 37
Br. No.
105/2,108/1,109/1,
110/1,111/1,115/1
408 24
At Bridges,
RPM = 6x68 = 408Nos.
Solar Stud= 6x4= 24 Nos.
Br. No.116/1,122/1
& 130/112 Solar Stud = 3x4 =12 Nos.
74 37 At Km119 357 8 ROB near Rampur
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Annexure 5
90 51 8400-8600 80 80 Br. No.9/6
Sl.
No. NH
Location
(Chainage)
RPM
(Nos.)
Solar
Stud(Nos.)
Metal
Tubular
Delineator
(Nos.)
HP
Delineator(Nos.)
Remarks
91 51 9200-9400 150 Curve
92 51 9400-9600 150 Curve
93 51 9600-9800 150 Curve
94 51 10000-10200 150 Curve
95 51 10400-10600 80 80 Br. No.11/1
96 51 10800-11000 80 80 Br. No.11/2
97 51 12000-12200 80 80 Br. No.13/1
98 51 12200-12400 120 Curve
99 51 16000-16200 80 80 Br. No.17/1
100 51 16200-16400 120 Curve
101 51 16400-16600 120 Curve
102 51 17600-17800 120 Curve
103 51 17800-18000High Embankment (Both
Side)
104 51 18000-18200 120Curve, High embankment
(RHS)
105 51 18200-18400 80 80 Br. No.19/1106 51 20000-20200 120 Curve
107 51 21000-21200 120 Curve
108 51 21200-21400 80 80 Br. No.22/3
109 51 21400-21600 120 Curve
110 51
At total 8 Nos. of
Bridges on NH-51
under Goalpara
NH Sub-Division
32
Qty. of Solar Stud
= 8x4= 32 Nos.
111 62 000-200 200 10 Dudhnoi Town
112 62 800-1200 Culvert
113 62 4000-4200 Culvert
114 62 4200-4400 120 32 Br. No.5/1
115 62 4400-4600 60 Curve
116 62 4600-4800 60 Curve
117 62 5600-5800 60 Curve
118 62 6200-6400 120 32 Br. No.7/1
119 62 7600-7800 60 Curve
120 62 8200-8400 60 Curve
Total 15115 302 1804 2290
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Annexure 5
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Annexure 5
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Annexure1A
From To
1 37 LHC 6160.00 6560.00 400.00 0.15 120.00
2 37 RHC 6560.00 7000.00 440.00 0.15 132.00
3 37 RHC 7300.00 7800.00 500.00 0.15 150.00
4 37 RHC 9570.00 10000.00 430.00 0.15 129.00
5 37 LHC 10300.00 10960.00 660.00 0.15 198.00
6 37 LHC 11220.00 11690.00 470.00 0.15 141.00
7 37 RHC 11840.00 12000.00 160.00 0.15 48.00
8 37 RHC 12490.00 12900.00 410.00 0.15 123.00
9 37 RHC 13000.00 13480.00 480.00 0.15 144.00
10 37 RHC 13620.00 13950.00 330.00 0.15 99.00
11 37 RHC 15004.00 15580.00 576.00 0.15 172.80
12 37 RHC 16100.00 16940.00 840.00 0.15 504.00
13 37 RHC 17200.00 17460.00 260.00 0.15 78.00
14 37 RHC 17600.00 17950.00 350.00 0.15 105.00
15 37 LHC 20000.00 20500.00 500.00 0.15 150.00
16 37 LHC 21000.00 21968.00 968.00 0.15 290.40
17 37 RHC 22036.00 22442.00 406.00 0.15 121.80
18 37 RHC 24685.00 25000.00 315.00 0.15 94.5019 37 LHC 25950.00 26550.00 600.00 0.15 180.00
20 37 RHC 26500.00 27000.00 500.00 0.15 150.00
21 37 LHC 27200.00 27700.00 500.00 0.15 150.00
22 37 RHC 80450.00 80550.00 100.00 0.15 30.00
23 37 LHC 81735.00 81805.00 70.00 0.15 21.00
24 37 LHC 82550.00 82650.00 100.00 0.15 30.00
25 37 RHC 82940.00 83015.00 75.00 0.15 22.50
26 37 LHC 88050.00 88115.00 65.00 0.15 19.50
27 37 RHC 88330.00 88415.00 85.00 0.15 25.50
28 37 LHC 96975.00 97025.00 50.00 0.15 15.00
29 37 RHC 97950.00 98050.00 100.00 0.15 30.00
30 37 RHC 98950.00 99045.00 95.00 0.15 28.50
31 37 RHC 104100.00 104300.00 200.00 0.15 60.00
32 37 LHC 104300.00 104450.00 150.00 0.15 45.00
33 37 LHC 104600.00 105000.00 400.00 0.15 120.00
34 37 RHC 105000.00 105350.00 350.00 0.15 105.00
35 37 RHC 105350.00 105600.00 250.00 0.15 75.0036 37 RHC 111300 00 111600 00 300 00 0 15 90 00
Length (m) Width (m)Total Area
(Sqm)
Statement showing quantity of Edgeline marking
At Curves
ChainageSl.
No.NH
Type of
Curve
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Annexure 1B
Sl.
No.Bridge/ Culvert
Total Nos. of
Bridge and
Culverts
Length(m)Width
(m)
Total
Area
(Sqm)
Remarks
1 Major Bridge 4 Nos. 4x4x90.00=1440.00 0.15 216.00
2 Minor Bridge 11 Nos. 11x4x50.00 = 2200.00 0.15 330.00
3 Major Bridge 3 Nos. 3x4x90.00=1080.00 0.15 162.00
4 Minor Bridge 14 Nos. 14x4x50.00=2800.00 0.15 420.00
5 Culvert 4 Nos. 4x4x30.00 = 480.00 0.15 72.00
6 Minor Bridge 17 Nos. 17x4x50.00=3400.00 0.15 510.00
Under Guwahati NH Sub-
Division from Km100/00
to Km146/300 on NH-37
1710.00
Under Boko NH Sub-
Division from Km47/00
to Km100/00 on NH-37
Total
Statement showing the Quantity of Edgeline marking
At Bridges and Culverts:
Under Goalpara NH Sub-
division from Km6/ to
km47/00 on NH-37
Executive Engineer, PWD
Guwahati NH Division
Annexure 1C
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Annexure 1C
From To
1 Makri 10300.00 10960.00 660.00 2 0.15 198.00
2 Budhipara 18000.00 18600.00 600.00 2 0.15 180.00
3 Agia 19410.00 20000.00 590.00 2 0.15 177.00
4 23708.00 23890.00 182.00 2 0.15 54.60
5 23916.00 24000.00 84.00 2 0.15 25.20
6 28000.00 28986.00 986.00 2 0.15 295.80
7 29400.00 29900.00 500.00 2 0.15 150.00
8 30000.00 30400.00 400.00 4 0.15 240.00
9 30400.00 30988.00 588.00 2 0.15 176.40
10 Krishnai 31168.00 31601.00 433.00 2 0.15 129.90
11 Bamunigaon 101400.00 102000.00 600.00 2 0.15 180.00
12 Gobardhan 106500.00 106900.00 400.00 2 0.15 120.00
13 Chaygaon 109300.00 110900.00 1600.00 2 0.15 480.00
14 Kukurmara 114200.00 114700.00 500.00 2 0.15 150.00
8123.00 2556.90
Length (m)Width
(m)
No. of
Edgelines
Balbala
Tukura
Paikan
Total
Total Area
(Sqm)
Statement showing the Quantity of Edgeline marking
For Built up Areas
Sl.
No.Built-up Area
Chainage
Analysis 2
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Sl
No./SO
R item
No.
Particulars of workMoRT&H'
s Cl. No.Unit Quantity
Rate
(Rs.)
Amount
(Rs.)Remarks
1/Analy
sis
Providing and errecting the frame work for fixing the road
safety slogan writings retro reflecting board as per IRC:67
made of anticorrosive steel (all steel work must be
TATA/SAIL /any other approved brand) tube structure as
per design along with mild steel angle iron post50mmx50mmx6mm, 2 Nos.firmly fixed to the ground by
means of properly designed foundation with M15 grade
cement concrete 45cmx45cmx60cm, 60cm below ground
level as per approved drawing and design. Each 1 6107.39 6107.39
Rate from analysis No.
(page- )
2/8.7(B)
Providing retro reflective sign board of high intensity grade
reflective sheeting conforming to ASTMD4956 BIII specifications
having approved pattern over its entire surface bonded on to 2
mm thick aluminium sheeting, the entire face of the sign shall be
covered & bounded with yellow/ white/red/blue high intensity
grade with distinctive nod pattern on front site with heat lamp
vacuum applicator machine only.
Sqm 2.40 6000.00 14400.00
Qty= 2x1.20x1.00=2.40Sqm
20507.39
Analysis of Rate for providing and errection of road safety slogan writing board
Considering One No. of Board
Total
(Rupees Twenty Thousand five hundred Seven and Paise Thirty Nine Only)
Executive Engineer, PWD
Guwahati NH Division
Analysis 2
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Sl
No./SO
R item
No.
Particulars of work MoRT&
H's Cl.
No.
Unit Quantity Rate
(Rs.)
Amount
(Rs.)
Remarks
1/12.1(A)(i)
Excavation for Structures (Earth work in excavation of foundation
of structures as per drawing and technical specification, including
setting out, construction of shoring and bracing, removal of
stumps and other deleterious matter, dressing of sides and bottom
and backfilling with approved material.
(A) Manual means,
(i) Upto 3m depth (Without dewatering)304 Cum 9.261 55.00 509.36
Qty = 1x2.10x2.10x2.10 =9.261 cum
2/12.8(
A)
Plain/Reinforced cement concrete, in open foundation complete as
per drawing and technical specification including steel shuttering
formwork.
PCC Grade M15
1500,17
00 &
2100
Cum 0.441 4750.00 2094.75
Qty = 1x2.10x2.10x0.10
= 0.441 cum
3/12.8N
( C)
Plain/Reinforced cement concrete, in open foundation complete as
per drawing and technical specification including steel shuttering
formwork.
RCC Grade M20
Case I: Using Concrete mixer
1500,17
00 &
2100
Cum 3.40 5420.00 18428.00
Qty = 1x2.00x2.00x0.30 + 1x1.00x1.00x2.20
= 3.40 cum
4/13.6
Supplying, fitting and placing TMT bar reinforcement in sub-
structure complete as per drawing and technical specifications
(a) With TATA make TMT CRS (Fe500 grade) rebar
MT 0.152 60612.00 9213.02
Qty,
(i) 16mm Dia tor bar
= [email protected]/Rm = 79.00Kg
(ii) 12mm Dia Bar
[email protected]/Rm = 44.86 Kg
(iii) 8mm bar for stirrups
= [email protected] Kg/Rm = 14.04 Kg
Total = 139.90 Kg = 0.1399 MT
Add 10% extra for lapping & wastage =13.79Kg
Total = 151.69 Kg = 0.152 MT
Analysis of Rate for providing and errecting of Overhead Sign Board of Cantilever type
Considering One No. of Cantilever type Overhead Sign Board
Analysis 2
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Sl
No./SO
R itemNo.
Particulars of work MoRT&
H's Cl.
No.
Unit Quantity Rate
(Rs.)
Remarks
5/8.7(A)
Providing and erecting overhead signs of anti-corrosive steel ( All
the steel work must be TATA/SAIL/any other approved brand.)
tubular framed structure for retro reflective signage boards made of
high intensity grade encapsulated lens type retro Reflective
sheeting conforming to ASTMD4956 type B III specifications and
having approved pattern over its entire surface bonded on to 2.00
mm thick aluminium sheet with back supporting angle iron frame of
35x35x4mm angle iron duly riveted with solid MS & aluminum
rivets. The entire face of the sign shall be covered & bounded withyellow/white/red/blue high intensity encapsulated lens reflective
sheeting with distinctive hoed pattern on front site (no plain
surface) with heat lamp vacuum applicator machine only. The
yellow/white/red/blue portion of the board shall be screen printed
on the high intensity shed base including fixing the board on
portal/support/wall/dowel rod etc., with contractors
clamps/cleats/bolts/rivets/wells including all contractors materials,
labour, tools, lead & lif ts etc. complete and all other incidental
charges necessary for successful completion of work as per
specifications and as directed.
MT 1.005 72000.00 72360.00
Steel Frame,
Aluminium alloy or galvanised steel,
(i) Anchor Bolt(20x150mm)=1x12=12 Nos. @2.47K
(ii) 300mm NB pipe (H) =1x9.00 =9.00 Rm @49.50
Kg
(iii) 32 NB(M) pipe, (HZ) = 3x1.70=5.10 Rm
@3.15 Kg/Rm = 16.065 Kg
(Ver) =4x1.40=5.60 Rm
@3.15 Kg/Rm=17.640Kg
(iv)25 NB(M) pipe= 6x2x0.90= [email protected]/Rm = 26.568 Kg
(v) 25mm base plate(800mmx800mm)
=1x0.8x0.8=0.64 [email protected]/sqm
=125.57 Kg
(vi)Stiffener Plate(300mmx300mm)
=28.26 Kg
(vii) 12mm thick plate(900mmx900mm)
=152.60Kg
(viii)10mm thick plate (200mmx200mm)
=1x2x0.2x0.2= 0.08 [email protected]/sqm
=6.28Kg
(ix) 6mm thick pedestral(800mmx800mm)
=1x1x0.8x0.8=0.64 [email protected]/sqm
=30.144Kg
(x) Clamp(50mmx6mm)=2x1.50=3.00m
@2.40Kg/m = 7.20 Kg
(xi)Bolt and Nuts=2x4=8 [email protected]/No
=4.92 Kg
(xii) Backframe of Sign board(35x35x4mm MS angl
Vr=4x1.45=5.80 [email protected]/Rm=12.18 Kg
[email protected]/Rm=11.025Kg
Total= 913.596Kg
Add 10% for cutting,wastage etc.=91.36Kg
Total = 1004.956Kg=1.005 MT
Analysis 2
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Sl
No./SO
R item
No.
Particulars of work MoRT&
H's Cl.
No.
Unit Quantity Rate
(Rs.)
Remarks
8.7(B)
Providing retro reflective sign board of high intensity grade
reflective sheeting conforming to ASTMD4956 BIII specifications
having approved pattern over its entire surface bonded on to 2 mm
thick aluminium sheeting, the entire face of the sign shall be
covered & bounded with yellow/ white/red/blue high intensity grade
with distinct ive nod pattern on front site with heat lamp vacuum
applicator machine only.
Sqm 2.70 6000.00 16200.00
Qty.=1x1.80x1.50= 2.70 Sqm
118805.13Total
(Rupees One Lakhs Eighteen Thousands Eight Hundred Five and Paise Thirteen only)
Executive Engineer, PWD
Guwahati NH Division
Analysis 3
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8/11/2019 Estimate Road Safety 14-15
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Item
No./SO
R Sl.
No.
Item of worksMoRT&H'
s Cl. No.Unit Quantity
Rate
(Rs.)
Amount
(Rs.)Remarks
1/13.5
Plain/Reinforced cement concrete, in sub structure complete as per
drawing and technical specification and steel shuttering formwork
(N) Without plasticiser
(B) PCC Grade M20
Height upto 5m
1500,1700
& 2200
Cum 0.52 6713.00 3490.76
Qty.= 2 x 2.60 x 0.40 x 0.25
= 0.52 Cum
2/13.3
Plastering with cement mortar (1:3 ) on brick work in sub-structure as
per Technical specifications 1300 &
2200Sqm 5.14 126.00 647.64
Qty.= 2 x 2.60 x (0.40 + 0.45)
+ 4 x (0.40 x 0.45)
= 5.14 Sqm
3/8.8
Painting Two Coats on New Concrete Surfaces'
Painting two coats after filling the surface with synthetic enamel paint in
all shades on new plastered concrete surfaces803
Sqm 5.14 55.00 282.70
Qty.= 2 x 2.60 x (0.40 + 0.45)+ 4 x (0.40 x 0.45)
= 5.14 Sqm
4421.10
Name of Work: Estimate for providing Delineators, Crash barriers, Signages, Parapet wall etc. in NH-37, NH-51 & NH- 62 under Guwahati NH
Division in the State of Assam under A.P. 2014-15. (Raising of Parapet walls of Culverts)
Sub-Estimate
(Considering Parapet walls of 1 (One) No. of culvert with 2.00m clear span)
Total
(Rupees Four Thousand Four Hundred Twenty One and Paise Ten only)
Executive Engineer, PWD
Guwahati NH Division