estimate road safety 14-15

8/11/2019 Estimate Road Safety 14-15

1/36

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,


2/36

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



3/36

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


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



4/36

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


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



5/36

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


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.


6/36

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

.


7/36

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.


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.


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


8/36

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


9/36


10/36

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,


11/36

33348999.00


12/36

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




14 37/35 Approach to Br. No.35/1 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




24 37/45 Approach to Br. No.45/2 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


13/36

Annexure 4

Nos.Width

(m)

Length

(m)

Area

(Sqm)


43 RHC at Ch.67400-67600 1x25.00 25.00

44 LHC at Ch.67610-67710 1x25.00 25.00












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





62 Approach to Cul. No.94/1 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


71 37/107 Approach to Br. No.107/1 4x24.00 96.00 4.00 0.30 0.50 0.60




75 0 30 0 50 0 60



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)


14/36

Annexure 4

Nos.Width

(m)

Length

(m)

Area

(Sqm)


86 LHC at Ch.135480-135975 1x495.00 495.00

87 Br. No.136/4 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)



of the Bridges

51/11

37/136

37/141




15/36

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


hand curve81600-82000 2

20 37 Chevron 10

21 37 School 82000-82200 2

22 37 Major Road 82400-82500 2


hand curve82470-82900 2

24 37 Chevron 82560-82840 10

25 37 Hospital 82500-82600 2


hand curve2

27 37 Chevron 8

28 37 Route Marker 85400-85500 2


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


16/36

Annexure 2

Sl.


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


hand curve2

51 37 Chevron 8


hand curve2

53 37 Chevron 8

54 37 Cross Road 98400-98500 2


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


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


71 37 Major Road 2


73 37 School 2

74 37 PWD IB 2

75 37 Police 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


17/36

Annexure 2

Sl.


Location

(chainage)

90 cm

Equilateral

sign board

(Nos.)

80cmx60cm

rectangurlar

sign board

(Nos.)

60cm

circular

sign board

(Nos.)

60cmx45cm

rectangular

sign Board

(Nos.)


95 37 School 137950-138030 2

96 37 Police 2


98 37 Hospital 138300-138400 2



Total 126 42 6 118

138150-138200




18/36

Annexure 2


19/36

Annexure 2


20/36

Annexure 2


21/36

Annexure 3

Length

(m)

Width

(m)

1Direction and place identification

(Simlitola)At Km62 2 1.20 0.80 0.96 1.92


(Deosila River))At Km68 2 1.20 0.80 0.96 1.92


(Marki River)At Km72 2 1.20 0.80 0.96 1.92


(Nagarbera)At Km74 2 1.20 0.80 0.96 1.92


(Nagarbera))At Km83 2 1.20 0.80 0.96 1.92


(Singra River)At Km84 2 1.20 0.80 0.96 1.92


(Samaria)At Km93 2 1.20 0.80 0.96 1.92


(Boko river)At Km93 2 1.20 0.80 0.96 1.92


(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



13 Reassurance Sign At Km110 1 1.50 1.20 1.8 1.8


15 Reassurance Sign At km120 2 1.50 1.20 1.8 3.6





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


22/36

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


Stop Line 2x2x10.00x0.15 6.00

Pedestrian Crossing 10x3.00x0.50 15.00Stop Line 2x2x10.00x0.15 6.00


Stop Line 2x2x10.00x0.15 6.00


Stop Line 2x2x10.00x0.15 6.00


Stop Line 2x2x10.00x0.15 6.00


Stop Line 2x2x10.00x0.15 6.00


Stop Line 2x2x10.00x0.15 6.00


Stop Line 2x2x10.00x0.15 6.00

Pedestrian Crossing 2x9x3.00x0.50 27.00

Stop Line 2x2x2x8.75x0.15 10.50


Stop Line 2x2x2x8.75x0.15 10.50


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


23/36

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


24/36

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


25/36

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


26/36

Annexure 5


27/36

Annexure 5


28/36

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


29/36


30/36

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



Annexure 1C


31/36

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


32/36

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)



Analysis 2


33/36

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


34/36

Sl

No./SO

R itemNo.


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)

[email protected]/sqm

=28.26 Kg

(vii) 12mm thick plate(900mmx900mm)

[email protected]/sqm

=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


35/36

Sl

No./SO

R item

No.


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)



Analysis 3


36/36

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)



estimate road safety 14-15

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