estimate road safety

ESTIMATE

Item of works Unit Quantity Remarks

1/8.13 803 Sqm 9753.9 750.00 7315425.00

2/8.4

Qty. from Annexure 2,

(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.

Item No./SO

R Sl. No.

MoRT&H's Cl.

No.

Rate(Rs.)

Amount(Rs.)

Providing and laying of hot applied thermoplastic compound 2.5 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

Qty.For centre line from Ch.6160 to Ch.32000for a length of 25478.40 excluding length of the Bridges = 3010x3.00x0.10 = 903.00SqmFrom Annexure 1A= 4282.50 SqmFrom Annexure 1B= 1710.00SqmFrom Annexure 1C= 2556.90Sqm From Annexure 1D= 301.50SqmTotal = 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, fixed 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 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)


3/8.6 801 Sqm 45.36 11000.00 498960.00

Qty. from Annexure 3

4/8.23 A 810 m 6597.00 3475.00 22924575.00


Item No./SO

R Sl. No.

MoRT&H's Cl.

No.

Rate(Rs.)

Amount(Rs.)

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 mild steel 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)

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 above road/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 fitting 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.)


5/8.80 Sqm 59.4 550.00 32670.00


6/8.51 Each 15115 298.00 4504270.00


Item No./SO

R Sl. No.

MoRT&H's Cl.

No.

Rate(Rs.)

Amount(Rs.)

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 properties 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.

Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.


7/8.47(a) Each 302 3500.00 1057000.00


Each 1804 596.00 1075184.00


Item No./SO

R Sl. No.

MoRT&H's Cl.

No.

Rate(Rs.)

Amount(Rs.)

Providing ‘Sparkle 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, ultra bright 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

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


9/17.54 Each 2290 1538.00 3522020.00


10/8.50 Each 180 480.00 86400.00

Item No./SO

R Sl. No.

MoRT&H's Cl.

No.

Rate(Rs.)

Amount(Rs.)

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 filled 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 a depth of 500mm, 75mm thick cc surrounding the pipe, painted white as per approved drawing.

Providing Linear Delineator System with Diamond grade reflective sheeting of size 80cmx10cm, fixing 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.

At the RCC crash Barriers of ROB at Km119 on NH-37Qty. = (2x533.14/6) + 2 = 180 Nos.


11/8.75 Each 204 720.00 146880.00

Each 1 475796.00 475796.00

Item No./SO

R Sl. No.

MoRT&H's Cl.

No.

Rate(Rs.)

Amount(Rs.)

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 shall have 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 both sides 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.

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/Analysis

Providing and erecting of Overhead Sign board all complete, as per direction of the Engineer.

Rate form Analysis 1Location,On NH-37, at Km63 = 1 No.


Each 20 20507.39 410147.80

Raising of Parapet Walls of culverts

Each 119 4421.10 526110.90

Item No./SO

R Sl. No.

MoRT&H's Cl.

No.

Rate(Rs.)

Amount(Rs.)

13/Analysis

Providing and erecting road safety slogan writing retro reflectrorised board mounted over MS frame all complete as per direction of the Engineer.

Rate from Analysis 2Location,On NH-37, providing 2 Nos. of board at 5.00 Km interval,from Km48 to Km100=2x11=22 Nos.

14/Analysis

Qty.From Km16 to Km47 on NH-3716/1,17/2,19/1,20/1,21/1,21/2,22/1,22/2,26/1,26/2,26/3,27/1,27/2,28/1,28/2,29/1,29/3,30/1,31/1,32/2,32/4,33/1,33/2,33/3,37/1,38/1,38/2,39/1,39/2,40/1,40/2,41/2,41/3,43/1,43/3,44/1,44/2,45/1,45/3,46/1,46/2,46/3 & 47/1 = 43 Nos.From Km48 to Km100 on NH-3759/1,59/2,59/4,60/1,63/2,63/3,72/2,72/3,73/3,76/3,82/3,85/1,85/2,86/3,88/3,88/4,95/2,96/2,96/3,97/3,97/4,98/2,98/3,99/2,100/1,100/3 =26 Nos.From Km101 to Km134 on NH-37101/1,101/2,101/3,101/4,101/5,102/2,103/3,106/1,106/2,106/3,106/4,112/1,112/2,113/1,114/2,114/3,114/4,115/2,115/3,115/4,117/1,117/2,117/3,117/4,117/5,118/1,118/2,118/3,118/4,118/5,118/6,119/1,119/2,121/1,122/1,124/1,125/1,125/2,126/1,126/2,126/3,127/1,127/2,128/1,128/2,129/1,129/2,131/1,131/2 & 131/3 = 50 Nos.Total = 119 Nos.

Rate from Analysis 3


15/8.14 804

Each 13 3869.00 50297.005th kilometre stone (precast)

Ordinary Kilometer stone (Precast)

Each 46 2431 111826.0044216361.70

1238058.1345454419.83

454544.204090897.78

Grand Total Rs. 49,999,861.81Say, Rs. 50,000,000.00

(Rupees Five Crores Only)

Item No./SO

R Sl. No.

MoRT&H's Cl.

No.

Rate(Rs.)

Amount(Rs.)

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)

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)

Total (B)Add Quality control @1% over (B)

Add Agency charge @9% over (B)

Executive Engineer, PWDGuwahati NH Division

ABSTRACT

Sl.No. Item of works

1 Road marking works (Item No.1) 7315425

2 Retro-reflectrorised traffic signs

1478800.00

(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

3498960.00

4 Road AppurtenancesType - A, "W" : Metal Beam Crash Barrier 22924575.00

33348999.00

Aluminium backed flexible prismatic sheeting 32670.00Reflective pavement marker 4504270.00Sparkle Solar Road Studs 1057000.00Metal tubular delineator 1075184.00RCC Pipe Delineator 3522020.00Linear delineator system 86400.00Median Marker 146880.00

5 Overhead Sign boardProviding and erecting of Overhead Sign board 475796.00

6410147.80

7 MiscelleneousRaising of Parapet walls 526110.90

5th kilometre stone (precast) 50297.00

Ordinary Kilometer stone (Precast) 111826.00 688233.90Total (A) 44216361.70

1238058.13Total (B) 45454419.8276

454544.204090897.78

Grand Total 49999861.81036Say, 5,00,00,000.00

(Rupees Five Crores only)

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

Amount (Rs.)

Total amount (Rs.)

Direction and place identification sign more than 0.9sqm size board.

Providing and erecting road safety slogan writing retro reflectrorised board

Add [email protected]% over (A)

Add Quality control@1% on (B) Add Agency charge@9% on (B)


33348999.00

Annexure 4

NH/Km Location

Nos.

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 0.60

437/24

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

937/32

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


1237/34

Approach to Br. No.34/1 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

1537/36





1937/41






24 37/45 Approach to Br. No.45/2 4 0.30 0.50 0.60







3137/57



33 37/58 Approach to Cul No.58/2 4x12.00 48.00 4 0.30 0.50 0.60







Statement showing the Quantity of Crash Barrier and Aluminium backed Flexible Prismatic sheeting

Sl. No.

Length (m)

Total Length

(m)

Aluminium backed flexible Prismatic sheeting at

Railings of the Bridges

Width (m)

Length(m)

Area(Sqm)

Annexure 4

4037/66



NH/Km Location

Nos.

4237/68


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

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

4537/70



4737/71






5237/79





56 37/83 LHC at Ch.82500-82700 1x50.00 50.00






6237/94

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 0.60

66 37/102 Approach to Br. No.102/1 4x24.00 96.00 4.00 0.30 0.50 0.60

6737/103

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

6937/105

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






76 37/114 Approach to HP Cul No.114/1 4x24.00 96.00 4.00 0.30 0.50 0.60



79 37/118 RHC at Ch.117700-117860 1x160.00 160.00

80 37/119 Approach to ROB at Km119 4x24.00 96.00 4.00 0.30 0.50 0.60


Sl. No.

Length (m)

Total Length

(m)



Width (m)

Length(m)

Area(Sqm)

Annexure 4

82 37/129 LHC at Ch.128050-128300 1x250.00 250.00


84 37/132 RHC at Ch.131350-131610 1x260.00 260.00

NH/Km Location

Nos.


8637/136

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

87 Br. No.136/4 8.00 0.30 0.50 1.20

8837/141

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


91 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

9451/11

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 0.60

100 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 0.60Total 6597.00 59.40

Sl. No.

Length (m)

Total Length

(m)



Width (m)

Length(m)

Area(Sqm)


Annexure 2

NH Type of Sign borads

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 37 80360-80600 2

18 37 Chevron 80400-80550 10

19 37 81600-82000 2

20 37 Chevron 10

21 37 School 82000-82200 2

22 37 Major Road 82400-82500 2

23 37 82470-82900 2

24 37 Chevron 82560-82840 10

25 37 Hospital 82500-82600 2

26 3782900-83200

2

27 37 Chevron 8

28 37 Route Marker 85400-85500 2

29 37 87950-88150 2

30 37 Chevron 88010-88100 8

31 37 88220-88425 2

32 37 Chevron 88270-88375 8

33 37 Route Marker 90100-90200 2

34 37 School 90300-90400 2


36 37 Major Road 90800-90900 2

37 37 Petrol 90850-91100 2

38 37 School 91750-91900 2

39 37 Police 92100-92300 2

40 37 Speed Limit 92400-93300 2

41 37 Major Road 92450-92550 2

42 37 School 92460-92570 2



45 37 School 93020-93150 2

Statement showing the type, size and location of informatory, cautionary and mandatory sign boards

Sl. No.

Location(chainage)

90 cm Equilateral sign board

(Nos.)

80cmx60cm rectangurlar sign board

(Nos.)

60cm circular

sign board (Nos.)

60cmx45cm rectangular sign Board

(Nos.)

Right hand Curve & Left hand curve






Annexure 2

46 37 School 94100-94300 2


47 37 Route Marker 95200-95300 2

48 37 Petrol 95500-95600 2

49 37 School 95900-96200 2

50 3796950-97200

2

51 37 Chevron 8

52 3797900-98100

2

53 37 Chevron 8

54 37 Cross Road 98400-98500 2

55 3798900-99200

2

56 37 Chevron 8

57 37 School 100800-100950 2

58 37 Bus Stop101700-102000

2

59 37 Pedestrian crossing 2

60 37 School 102200-102350 2

61 37 Narrow Bridge 102450-102550 2

62 37 104050-104500 2

63 37104600-105650

2

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

109600-109800

2


73 37 School 2

74 37 PWD IB

110000-110800

2

75 37 Police 2


77 37 Major Road 2

78 37 Speed Limit 2

79 37 School 111150-111250 2

80 37 111300-111800 2

81 37 Chevron 10

82 37112150-112750

2

83 37 School 2

84 37 Narrow Bridge 113000-113150 2

85 37 School 113250-113350 2

86 37 School 114380-114500 2

87 37 Pedestrian crossing

114800-115000

2

88 37 Major Road 2

89 37 2

90 37 Chevron 10

91 37 Narrow Bridge 121300-121450 2

Sl. No.

Location(chainage)


(Nos.)


(Nos.)

60cm circular

sign board (Nos.)


(Nos.)









Annexure 2

92 37124300-124650

2

93 37 Chevron 10



95 37 School 137950-138030 2

96 37 Police138150-138200

2


98 37 Hospital 138300-138400 2


100 37 Pedestrian crossing 139920-140010 2Total 126 42 6 118


Sl. No.

Location(chainage)


(Nos.)


(Nos.)

60cm circular

sign board (Nos.)


(Nos.)


Annexure 2


Annexure 3

Type of sign boards NH Location

1

37

At Km62 2 1.20 0.80 0.96 1.92

2 At Km68 2 1.20 0.80 0.96 1.92

3 At Km72 2 1.20 0.80 0.96 1.92

4 At Km74 2 1.20 0.80 0.96 1.92

5 At Km83 2 1.20 0.80 0.96 1.92

6 At Km84 2 1.20 0.80 0.96 1.92

7 At Km93 2 1.20 0.80 0.96 1.92

8 At Km93 2 1.20 0.80 0.96 1.92

9 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





Total 33 45.36

Statement showing the Quantity of Direction and place identification sign boards of size more than 0.90sqm

Sl. No.

No. of Sign

Board

Size of Sign Boards Size of

each Sign

Board (Sqm)

Total Area (Sqm)Length

(m)Width

(m)

Direction and place identification(Simlitola)

Direction and place identification(Deosila River))

Direction and place identification(Marki River)

Direction and place identification(Nagarbera)

Direction and place identification(Nagarbera))

Direction and place identification(Singra River)

Direction and place identification(Samaria)

Direction and place identification(Boko river)

Direction and place identification(Goroimari)


Annexure 3


Annexure 1D

Statement showing the Quantity of Road marking for Pedestrian Crossing

NH Particulars Calculation of Area

1

37

Pedestrian Crossing73600.00

10x3.00x0.50 15.00

Stop Line 2x2x10.00x0.15 6.00

2Pedestrian Crossing

90375.0010x3.00x0.50 15.00

Stop Line 2x2x10.00x0.15 6.00


92525.0010x3.00x0.50 15.00

Stop Line 2x2x10.00x0.15 6.00


92975.0010x3.00x0.50 15.00

Stop Line 2x2x10.00x0.15 6.00


101925.0010x3.00x0.50 15.00

Stop Line 2x2x10.00x0.15 6.00


108500.0010x3.00x0.50 15.00

Stop Line 2x2x10.00x0.15 6.00


109750.0010x3.00x0.50 15.00

Stop Line 2x2x10.00x0.15 6.00


110450.0010x3.00x0.50 15.00

Stop Line 2x2x10.00x0.15 6.00


114850.0010x3.00x0.50 15.00

Stop Line 2x2x10.00x0.15 6.00


137150.002x9x3.00x0.50 27.00

Stop Line 2x2x2x8.75x0.15 10.50


138050.002x9x3.00x0.50 27.00

Stop Line 2x2x2x8.75x0.15 10.50


139950.002x9x3.00x0.50 27.00

Stop Line 2x2x2x8.75x0.15 10.50

Total 301.50

Sl. No.

Location(Chainage)

Total Area(Sqm)


Annexure 5

NH Remarks

1 37 6160-6360

2 37 15400-15600 300 Solmari Junction point3 37 20600-20800 400 Agia/ Curve4 37 22000-23000 314 High Embankment5 23000-24000 314 High Embankment

6 37 31200-31400 200

7 37 32200-32400 200 Curve8 37 32400-33200 800 Krishnai Town9 37 32200-32400 160 Br. Nos.34/1 &34/6

10 37 34400-34600 80 Br. No.35/111 34000-34075 25 High Embankment12 37 35200-35400 80 Br. No.36/113 37 35600-35800 80 Br. No.36/214 37 35800-36000 80 Br. No.36/315 37 36000-36200 80 Br. No.37/216 37 38400-38600 40 Culvert17 37 40000-40200 80 Br. No.41/118 37 40800-41000 80 Br. No. 41/419 37 41200-41400 80 Br. No.42/120 37 42800-43000 80 Br. No.43/221 37 43400-43600 80 Br. No.44/322 37 44800-45000 80 Br. No.45/223 37 45400-46200 800 Dudhnoi Town24 37 46200-46600 300 Curve25 37 46600-46800 80 Br. No.47/2

26 37 100 1000

30 37 80400-80800 150 78 Curve31 37 81600-82000 150 78 Curve32 37 82500-82900 150 78 Curve33 37 82900-83200 113 59 Curve34 37 96950-97200 95 49 Curve35 37 97900-98100 75 39 Curve36 37 98900-99200 113 59 Curve

37 37 300 12 252

Statement showing the quantity and location of Reflective pavement marker (RPM), Solar Stud (Bi-Directional), Metal Tubular delineator and HP delineator

Sl. No.

Location(Chainage)

RPM (Nos.)

Solar Stud

(Nos.)

Metal Tubular

Delineator(Nos.)

HP Delineator

(Nos.)

Approach to Naranarayan Setu

Paikan, Junction Point of NH-37 & NH-51

At total 25 Nos. of Bridges on NH-37 under Goalpara NH Sub-Division

Qty. of Solar Stud = 25x4= 100 Nos.

Qty. of Metal Tubular Delineator = 25x4x10 =

1000 Nos.

Br. Nos. 79/4,84/1 &93/2

Major Bridges,RPM=3x4x25=300 Nos.

HP Delineator,=3x4x21= 252 Nos.

Solar stud,3x4x1 =12 Nos.

Annexure 5

NH Remarks

38 37 1440 72

39 336

40 37 101400-102000 202 Built up area, Bamunigaon

41 37 104200-104500 102 Built up area, Kharkhari42 37 104550-105600 350 Curve43 37 106550-106800 85 Built up area, Gobardhan44 37 109200-110900 568 Chaygaon Town45 37 111350-111600 85 Curve46 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 , Kukurmara50 37 123100-124300 398 Buit up area, Bijoynagar51 37 126800-127950 385 109 Mirza Town

52 37 144000-145550 519

72 37 328 32

73 37 408 24

12

74 37 At Km119 357 8 ROB near Rampur

77 51 000-200 200 100

78 51 800-1000 150 Curve79 51 1200-1400 120 80 Br. No.2/180 51 1600-1800 150 Curve81 51 3200-3400 150 Curve82 51 3600-3800 150 Curve83 51 4200-4400 150 Curve84 51 5000-5200 150 Satipara chowk85 51 6000-6200 150 Curve86 51 6600-6800 150 Curve87 51 7000-7200 150 Curve

Sl. No.

Location(Chainage)

RPM (Nos.)

Solar Stud

(Nos.)

Metal Tubular

Delineator(Nos.)

HP Delineator

(Nos.)

Br. Nos. 54/1,55/5,56/4,57/1,57/3,58/2,74/3,76/2,79/1,79/2,82/1,87/1,90/1,91/3,94/1,94/3,96/1 & 99/1

Minor Bridges,RPM=18x4x20 =1440 Nos.

Solar studs,=18x4x1= 72 Nos.

Ch.73600,90375,92525 & 92975

At Pedestrian Crossing,4x4x21 = 336 Nos.

High Embankment (Both Side)

Br. No. 102/1,103/1,107/1,135/1 & 136/4, HP

Cul No.103/2, 105/1 &114/1

At Bridges & HP Culverts,RPM = 8x41 =328 Nos.

Solar Stud = 8x4=32 Nos.

Br. No. 105/2,108/1,109/1,110/1,111/1,115/1

At Bridges,RPM = 6x68 = 408 Nos.

Solar Stud= 6x4= 24 Nos.

Br. No.116/1,122/1 & 130/1

Solar Stud = 3x4 =12 Nos.

Paikan, Junction Point of NH-37 & NH-51

Annexure 5

89 51 7200-7400 Curve90 51 8400-8600 80 80 Br. No.9/6

NH Remarks

91 51 9200-9400 150 Curve92 51 9400-9600 150 Curve93 51 9600-9800 150 Curve94 51 10000-10200 150 Curve95 51 10400-10600 80 80 Br. No.11/196 51 10800-11000 80 80 Br. No.11/297 51 12000-12200 80 80 Br. No.13/198 51 12200-12400 120 Curve99 51 16000-16200 80 80 Br. No.17/1

100 51 16200-16400 120 Curve101 51 16400-16600 120 Curve102 51 17600-17800 120 Curve

103 51 17800-18000

104 51 18000-18200 120

105 51 18200-18400 80 80 Br. No.19/1106 51 20000-20200 120 Curve107 51 21000-21200 120 Curve108 51 21200-21400 80 80 Br. No.22/3109 51 21400-21600 120 Curve

110 51 32

111 62 000-200 200 10 Dudhnoi Town112 62 800-1200 Culvert113 62 4000-4200 Culvert114 62 4200-4400 120 32 Br. No.5/1115 62 4400-4600 60 Curve116 62 4600-4800 60 Curve117 62 5600-5800 60 Curve118 62 6200-6400 120 32 Br. No.7/1119 62 7600-7800 60 Curve120 62 8200-8400 60 Curve

Total 15115 302 1804 2290

Sl. No.

Location(Chainage)

RPM (Nos.)

Solar Stud

(Nos.)

Metal Tubular

Delineator(Nos.)

HP Delineator

(Nos.)

High Embankment (Both Side)

Curve, High embankment (RHS)

At total 8 Nos. of Bridges on NH-51 under Goalpara NH Sub-Division

Qty. of Solar Stud = 8x4= 32 Nos.


Annexure 5

Annexure1A

Statement showing quantity of Edgeline marking

At Curves

NHChainage

Length (m) Width (m)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 94.50

19 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 75.00

36 37 RHC 111300.00 111600.00 300.00 0.15 90.00

37 37 LHC 111600.00 111750.00 150.00 0.15 45.00

38 37 RHC 112200.00 112500.00 300.00 0.15 90.00

39 37 LHC 112500.00 112700.00 200.00 0.15 60.00

40 37 LHC 114700.00 115000.00 300.00 0.15 90.00Total 13435.00 4282.50

Sl. No.

Type of Curve

Total Area (Sqm)


Annexure1A


Annexure 1B

Statement showing the Quantity of Edgeline marking

At Bridges and Culverts:

Bridge/ Culvert Length(m) 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

Total 1710.00

Sl. No.

Total Nos. of Bridge and

Culverts

Width (m)

Total Area

(Sqm)

Under Goalpara NH Sub-division from Km6/ to km47/00 on NH-37

Under Boko NH Sub-Division from Km47/00 to Km100/00 on NH-37

Under Guwahati NH Sub-Division from Km100/00 to Km146/300 on NH-37


Annexure 1C

Statement showing the Quantity of Edgeline marking

For Built up Areas

Built-up AreaChainage

Length (m)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

4Balbala

23708.00 23890.00 182.00 2 0.15 54.60

5 23916.00 24000.00 84.00 2 0.15 25.20

6Tukura

28000.00 28986.00 986.00 2 0.15 295.80

7 29400.00 29900.00 500.00 2 0.15 150.00

8Paikan

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

Total 8123.00 2556.90

Sl. No.

No. of Edgelines

Width (m)

Total Area (Sqm)


Analysis 2

Analysis of Rate for providing and errection of road safety slogan writing board

Considering One No. of Board

Particulars of work Unit Quantity Remarks

Each 1 6107.39 6107.39

2/8.7(B) Sqm 2.40 6000.00 14400.00

Qty= 2x1.20x1.00=2.40Sqm

Total 20507.39(Rupees Twenty Thousand five hundred Seven and Paise Thirty Nine Only)

Sl No./SOR item

No.

MoRT&H's Cl. No.

Rate(Rs.)

Amount(Rs.)

1/Analysis

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 post 50mmx50mmx6mm, 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.

Rate from analysis No. (page- )

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.


Analysis 2


Analysis 2

Analysis of Rate for providing and errecting of Overhead Sign Board of Cantilever type

Considering One No. of Cantilever type Overhead Sign Board


304 Cum 9.261 55.00 509.35

Cum 0.441 4750.00 2094.75

Cum 3.40 5420.00 18428.00

4/13.6 MT 0.152 60612.00 9213.02

Sl No./SOR item

No.

MoRT&H's Cl.

No.

Rate(Rs.)

Amount(Rs.)

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)

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

1500,1700 & 2100

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 M20Case I: Using Concrete mixer

1500,1700 & 2100

Qty = 1x2.00x2.00x0.30 + 1x1.00x1.00x2.20 = 3.40 cum

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

Qty,(i) 16mm Dia tor bar= [email protected]/Rm = 79.00Kg(ii) 12mm Dia [email protected]/Rm = 44.86 Kg(iii) 8mm bar for stirrups= [email protected] Kg/Rm = 14.04 KgTotal = 139.90 Kg = 0.1399 MTAdd 10% extra for lapping & wastage =13.79Kg Total = 151.69 Kg = 0.152 MT

Analysis 2


5/8.7(A) MT 1.005 72000.00 72360.00

Sl No./SOR item

No.

MoRT&H's Cl.

No.

Rate(Rs.)

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 with yellow/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 & lifts etc. complete and all other incidental charges necessary for successful completion of work as per specifications and as directed.

Steel Frame,Aluminium alloy or galvanised steel,(i) Anchor Bolt(20x150mm)=1x12=12 Nos. @2.47Kg/No. = 29.64 Kg(ii) 300mm NB pipe (H) =1x9.00 =9.00 Rm @49.50Kg/Rm = 445.50 Kg(iii) 32 NB(M) pipe, (HZ) = 3x1.70=5.10 Rm @3.15 Kg/Rm = 16.065 Kg (Ver) =4x1.40=5.60 [email protected] 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)[email protected]/m = 7.20 Kg(xi)Bolt and Nuts=2x4=8 [email protected]/No=4.92 Kg(xii) Backframe of Sign board(35x35x4mm MS angle)Vr=4x1.45=5.80 [email protected]/Rm=12.18 [email protected]/Rm=11.025KgTotal= 913.596KgAdd 10% for cutting,wastage etc.=91.36KgTotal = 1004.956Kg=1.005 MT

Analysis 2


8.7(B) Sqm 2.70 6000.00 16200.00Total 118805.13

(Rupees One Lakhs Eighteen Thousands Eight Hundred Five and Paise Thirteen only)

Sl No./SOR item

No.

MoRT&H's Cl.

No.

Rate(Rs.)

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.

Qty.=1x1.80x1.50= 2.70 Sqm


Analysis 3

Sub-Estimate

(Considering Parapet walls of 1 (One) No. of culvert with 2.00m clear span)


1/13.5 Cum 0.52 6713.00 3490.76

2/13.3 Sqm 5.14 126.00 647.64

3/8.8

803

Sqm 5.14 55.00 282.70Total 4421.10

(Rupees Four Thousand Four Hundred Twenty One and Paise Ten only)

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)

Item No./SO

R Sl. No.

MoRT&H's Cl. No.

Rate(Rs.)

Amount(Rs.)

Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork (N) Without plasticiser(B) PCC Grade M20Height upto 5m

1500,1700 & 2200

Qty.= 2 x 2.60 x 0.40 x 0.25 = 0.52 Cum

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications 1300 &

2200Qty.= 2 x 2.60 x (0.40 + 0.45)+ 4 x (0.40 x 0.45) = 5.14 Sqm

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 surfaces

Qty.= 2 x 2.60 x (0.40 + 0.45)+ 4 x (0.40 x 0.45) = 5.14 Sqm


Analysis 3


estimate road safety

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