Construction of Trench Reparing from sub grade to wearing course road carpet /recarpet in different roads of New East (Sarthana) Zone area and Newly added villages like Umra,Valenja, Abrama, Bharthana,Pasodara, Laskana, Khadsad, Valak,Bhada etc. of roads falling in New East (Sarthana) Zone area by Contractor's own batch mix plant and WMM plant to be installed within surat city limit with sensor operator paver finisher including construction/ repair of footpath, divider, water table and providing & laying / fixing of pavement markings, road studs, road signages and with other traffic safety measures.(Work no.01)

Name of Work:- Construction of Trench Reparing from sub grade to wearing course road carpet/recarpet in different

roads of New East (Sarthana) Zone -B area and Newly added villages like Umra,Valenja, Abrama,

Bharthana,Pasodara,Laskana,Khadsad,Valak,Bhada etc. of roads falling in New East (Sarthana) Zone area by

Contractor's own batch mix plant and WMM plant to be installed within surat city limit with sensor operator paver

finisher including construction/ repair of footpath, divider, water table and providing & laying/ fixing of pavement

markings, road studs, road signages and with other traffic safety measures.

ITEM DESCRIPTION QTY RATE PER AMOUNT

Box cutting the road surface to proper slop and camber for road work

including a base for road work including removing the excavated stuff

depositing on the road side to a slop as directed up to 50.0 mt. Lead.

Removing of Metelled / Asphalt roadsurface upto base coarse including

stacking of material upto lead of 50 mt.

A) Metalled road 0.00 155.25 C.M.

(B) Asphalt road 0.00 288.65 C.M.

Providing cutting of exisiting bituminous surface upto suitable

depth in line and alignment using Mechanically operator cutter

1 (B) machine before excavating existing surface for utility laying including 800.00 51.00 R.M.

cost of all type of machinery, fuel, labour, etc and as per direction of

Engineer Incharge .

Excavation of the soil by means of Disc Harrowing or Rotavator, as

the case may be, upto 240 mm depth for full width of road and

2 breaking the soil into pieces less than 20 mm etc.by the use of rotavator 21000.00 19.84 C.M.

and as directed by engineer in charge. (200 mm compacted thickness)

Supplying Fly ash including collecting, carting, stacking and spreading

3 the same as per details in tender specification & as directed by engineer 3250.00 553.00 MT

Supplying and carting of Hydrated lime (CaO content not less than

70%) and spreading the same with the excavated soil and flyash

thoroughly by Disc Harrowing Rotavator or as the case may be,

including watering,Tests required to be carried out etc. complete as per

details in tender specification & as directed by engineer in charge.

Rolling and compaction of Subgrade with 8 T. vibratory roller and

5 filling in depressions which occur during the process as per details in 21000.00 33.09 CM

tender specification & as directed by engineer in charge.

Providing and laying Granular Sub Base (drainage layer) conforming

to grading V of Table 400-1 of each layer not exceeding 200mm

thickmess and compacted thickness as per design & drawing with

specified graded stone metal and sand mixed in pugmill and laid with

mechanical means spreading with motor grader and compacting with

vibratory roller having minimum 80-100 kN static weight to achieve

desired density of 98% of MDD including all materials, labour,

machinery,tests required to be carried out with all leads and lifts etc.,

complete as per details in tender specification & as directed by

engineer in charge.

Providing and laying Wet Mix Macadam with paver finisher in

specified thickness, each layer not exceeding 200 mm compacted

thickness including premixing in WMM plant with well graded

crushed stone aggregate, with watering and spreading by mechanical

7 means to required profile and compacting by vibratory roller of 8500.00 1616.91 CM

minimum 80-100 kN static weight to achieve desired density of 98% of

MDD including all material, labour, machinery, test with all leads and

lifts etc.,complete as per details in tender specification & as directed by

engineer in charge.

Supplying and applying Slow Setting-1 (SS-I) bitumen emulsion

confirming to IS 8887, for application of prime coat over Wet Mix

Macadam at the rate of 0.85 kg per Sq.Meter area, including all

materials, labour, machinery,test with all leads and lifts etc., complete

as per details in tender specification & as directed by engineer in

Supplying and applying Rapid Setting-1 (RS-I) bitumen emulsion

confirming to IS 8887, for application of Tack coat before application

of binder course at the rate of 0.27 kg. per Sq. Meter area, including all

materials, labour, machinery,tests required to be carried out with all

leads and lifts etc., complete as per details in tender specification & as

directed by engineer in charge.

ITEM DESCRIPTION QTY RATE PER AMOUNT

Providing and laying DENSE GRADED BITUMINOUS

MACADAM (DBM) as per gradation and bitumen for mixing shall

be as arrived from mix design, provided in no case it shall be less

than 4.0% for Grade I and 4.5% for Grade II by wt. of total mix as

binder by batch mix type hotmix plant and laying by sensor paver

10 finisher including consolidation by rollers as specified including

providing and operating plant, sensor paver and machinery, cost of

fuel, oil lubricant and labour charges, tests requied to be carriedout

including cost of aggregate and filler (if found required as per mix

design)etc complete (But including cost of providing bitumen )

(a) 4.50% bitumen (including cost of bitumen) 10500.00 2886.58 MT

(b) 4.00% bitumen (including cost of bitumen) 2500.00 2682.56 MT

(c) 4.50% bitumen (Excluding cost of bitumen) 0.00 1027.17 MT

(d) 4.00% bitumen (Excluding cost of bitumen) 0.00 1030.20 MT

Supplying and applying Rapid Setting-1 (RS-I) bitumen emulsion

confirming to IS 8887, for application of Tack coat before application

of wearing course at the rate of 0.25 kg. per Sq. Meter area, including

11 all materials, labour, machinery,tests required to be carried out with all 19200.00 11.77 SM

leads and lifts etc., complete as per details in tender specification & as

directed by engineer in charge.

Providing and laying 25mm to 50mm thick compacted BITUMINOUS

CONCRETE (BC) using aggregates as per gradation and percentage

of bitumen for mixing shall be as arrived from mix design, provided in

no case bitumen percentage shall be less than 5.2% for Grade I and

5.4% for Grade II by Wt. of total mix as binder by batch mix type hot

12 mix plant and laying by sensor paver finisher including consolidation

by rollers as specified including providing and operating plant, sensor

paver and machinery, cost of fuel, oil, lubricant and labour charges,

tests requied to be carriedout including cost of aggragate and filler (if

found required as per mix design) etc. complete (including cost of

providing bitumen )

(a) 5.40% bitumen (including cost of bitumen) 7000.00 3257.25 MT

(b) 5.20% bitumen (including cost of bitumen) 200.00 3175.44 MT

(c) 5.40% bitumen (Excluding cost of bitumen) 0.00 1025.15 MT

(d) 5.20% bitumen (Excluding cost of bitumen) 0.00 1027.17 MT

Collecting, carting and stacking Stone Dust on road side as directed

and flushing the same on Bituminous surfaces at the rate of

C.M. per 10 smt. as per details in tender specification & as directed by

engineer in charge.

Providing & Laying Bitumen painting (VG30) by mechanical sprayer

on wearing course(BC)surface using bitumen @ 5.0kg. / 10.0 S.M.

And spreading stone dust @ 0.03 C.M. / 10.0 S.M. On painted surface

including operating cost of contractor's own equipment, fuel,

lubricants, carting of required materials, all labour and material cost

(including cost of bitumen) preparing surface by brushing with wire

brushes, sweeping with mechanical broom / compressed air and finally

fanning the cleaned surface with gunny bags to remove all loose dirt

etc. completeas per details in tender specification & as directed by

engineer in charge.

13 B Bitumen Painting (Excluding cost of bitumen) 0.00 8.49 SM

Preparing surfaces by excavating with spades, scraping with shovel, brushing with

wire brushes for removing caked mud up to 150mm thick etc. sweeping with brooms

14 and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. 16000.00 3.35 SM

including carting of excavated stuff from site.

Picking of the bituminous surface using JCB excavator or by any

mechanical means, cleaning and removal of loose and unsuitable

15 material on the road surface including cost of fuel, oil, lubricant, labour 4000.00 5.18 SM

charges and disposal of loose unsuitable material from site to the

disposal site as directed by Engineer in charge.

Scarifying the graveled macadam, bituminous macadam surface 6 cm.

to 10 cm. deep including stacking the useful materials and disposing

16 remaining stuff including loading and unloading and carting the 3000.00 40.72 SM

same within city limit as directed by Engineer in charge.

Providing, supplying & Fixing heavy duty I.S.I mark RCC precast

manhole frame with cover at site as per design for circular manhole

including labour charge etc., Complete as per details in tender

specification & as directed by engineer in charge.

Providing & Fixing RCC precast Inlet chamber cover of M-30 grade

as per drawing and specifications

Providing & Fixing RCC precast Inlet chamber frame of M-30

grade as per drawing and specifications

ITEM DESCRIPTION QTY RATE PER AMOUNT

Raising & Lowering Eixsiting Manholes & Inlet chamber (with

frames) of drainage, strom drainage, sever trap chamber, scraper

manhole frame & cover any utility services up to newly

carpeted/recarpeted road surface including both of plain cement

concrete ordinary grade 1:1.5:3.(1 Part of cement : 1.5 Part of sand :

part of course aggregate) The inside & outside surface of chamber shall

be plastered in cement mortar 1:3 (1 part of Cement and 3 part of sand)

include lobour required to carry out the work. and cleaning the bitumen

on the top surface & removing road material from manhole etc.

Raising & Lowering upto 10 cm inlet chamber to the required level

upto FRL of DBM /BC including all materials, framework including

removing existing inlet chamber frame cover and fixing existing inlet

chamber frame cover and removing existing material from inlet

chamber (add or Deduct Rs. 571.00 per 0.10 mt. depth increase or

Carting and conveying of bitumen from refinery / any depot of oil

companies to Surat including loading & unloading in suitable

tanks/drums etc. Complete (without octroi charge applicable from time

[1] From Koyali and Savli refinery (baroda) 0.00 922.41 MT

[2] From Vapi 0.00 757.18 MT

[3] From Mumbai 0.00 1438.73 MT

[4] From Hazira 0.00 262.68 MT

Providing SEMI DENSE BITUMINOUS CONCRETE (SDBC)

with aggregates as per gradation and bitumen for mixing @ 5.50%

by Wt. of total mix as binder by batch mix type hot mix plant

including cost of fuel, oil, lubricant and labour charges tests required

to be carriedout including cost of aggregates and including cost of

(ii) SDBC (Excluding cost of bitumen) 0.00 950.41 MT

Providing and filling yellow soil/mixed soil with necessary dumping

filling of the trenches of each layer not exceeding 150mm depth of not

including watering, raming,consolidation,labour charge & tests

required to be carriedout etc., Complete

Earth work in embankment for subgrade and shoulders by using

mechanical means with approved material AS HARD

MURRUM/QUARRY SPALL having 4 days soaked CBR equal to or

more than 8%, laying in layers not exceeding 250 mm loose, breaking

20 (B) clods, dressing to the required lines, curves, grades, watering to OMC 3500.00 1090.03 CM

and compacting to 97% modified Proctor density with vibratory rollers

having minimum 80 - 100 KN staticweight including all lobour,

equipments charges & tests required to be carriedout with all leads and

lifts etc. complete.

Total of Part-I

21 FOOTPATH, KERB & DIVIDER

Excavating the road surface upto required depth including removing

the excavated materials and depositing on the road side upto 50 mt.

21.1 lead etc. complete. Including labour, machinery & equipments require 1250.00 104.20 C.M.

to complete this item and as detailed in tender specification & as

directed by engineer in charge.

Dismantling of structures of roadways, including disposing off

unserviceable material free of cost which will be the owenrship of

21.2 contractor or as directed by the Engineer with all leads and lift etc.

Including labour, machinery & equipments required to complete this

(A) R.C.C. Pardi 50.00 1057.85 C.M.

(B) Removing existing Kotah Stone 50.00 47.72 S.M.

(C) Brick / Stone Masonary 50.00 550.40 C.M.

(D) Plain Concrete 50.00 609.26 C.M.

(E) Bituminious Pavement 50.00 288.65 C.M.

(F) Non Bituminious Pavement 50.00 155.25 C.M.

Preparation of subgrade with compacting. levelling and

consolidation of subgrade with mini roller/plate vibrator machine

including watering and filling in depression which occur during the

process. including labour,machinery, equipments required to execute

this item etc. complete as detailed in tender specification & as directed

by engineer in charge.

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse

sand : 10 graded stone aggregate of 20 mm nominal size) and curing

complete excluding cost of form work and reinforcement for reinforced

concrete in vertical and horizontal fins upto floor two.including

labour,machinery, equipments required to execute this item etc.

Supplying and filling fine sand (Pana/Stone Dust/Crush sand) in

25/75 mm (Avg.) compacted thickness over the base including

21.5 necessary compaction, watering etc. complete. item includes levelling 450.00 413.09 C.M.

by using mini rollar/plat vibrator machine and as per details in tender

specification & as directed by engineer in charge.

ITEM DESCRIPTION QTY RATE PER AMOUNT

Providing 100 mm thick readymade C.C. kerb of strength M20 (Size

300 x 380 mm) purchased from S.M.C.'s approved paver block

manufacturer and setting in line, level and in truly vertical position,

including filling joints 10mm width in C.M. 1:1 (1 Part of cement

21.6 part of coarse sand) smooth pointing in C.M. 1:1 (1 Part of cement :

Part of stone dust) including watering, test required to be carriedout

etc. complete and as directed by Engineer-in-charge). including

watering, labour, tests required to be carried out, machinery,

equipments required to execute this item etc. complete.

A For regular edge of footpath 900.00 228.00 R.M.

B For roundling at the edge of footpath (For fanning portion) 150.00 274.00 R.M.

Providing and fixing interlocking type Rubber Moulded cement

concrete paver block of approved shape, design and colour having

mm thickness (M-35), purchased from SMC's approved paverblock

21.7 manufacture only and fixing on fine sand bedding. Item includes

levelling by using plate vibrator compactor machine. Item also includes

all material colour, equipments, tools, plants, curing, watering,

cleaning, test required to be carriedout etc. complete.

A With Colour 4000.00 524.00 S.M.

B Without Colour 1250.00 524.00 S.M.

C With Colour (Produced by C&D Waste) 0.00 408.50 S.M.

D Without Colour (Produced by C&D Waste) 0.00 376.25 S.M.

As per CE note no.:1910, 4.7.2022

1 Recycle Product produced by C&D waste project plant (Max. usage

20% of total requirement. Refer this note fordetails.)

Providing and setting 50 to 60 mm thick rouge kotah stone water

table in line, level and in required gradient including 25 mm thick

beddcing in C.M. 1:6 (1 Part of cement : 6 Part of coarse sand) with

sufficient ramming consolidation. Providing joints in C.M. 1:3 (1 Part

of cement : 3 Part coarse sand) and smooth pointing in C.M. 1:1 (1 Part

of Cement, 1 Part of coarse sand) including watering etc. complete and

as per details in tender specification & as directed by engineer in

B Size : 1' x 1'(40 to 50 mm thick) 2500.00 120.59 R.M.

Providing and fixing in position readymade cement concrete Water

Drain Slab ( 300 x 300 x 80 mm ) M-30 Grade with all labour,

material, testing charge etc. complete as per details in tender

specification & as directed by engineer in charge.

(A) Readymade water drain channel ( 600 x 300 x 100 mm ) 0.00 408.00 R.M.

Supplying and fixing RCC collar (300 mm dia) for tree plantation

including all taxes, carting, loading, unloading etc. complete.with all

labour, material charge etc. complete as per details in tender

specification & as directed by engineer in charge.

(A) Tree guard ID 500mm,800x800x75 mm(Type D)(set 4) 80.00 672.00 Nos.

Providing and applying two coats of synthetic enamel paint including

21.11 primer to kerb as per technical specifications and as directed by 0.00 90.00 S.M.

Engineer-in-charge.

Removing existing kotah stone flooring in mortar and vertical stone

21.12 kerbing including stacking of serviceable material carting at SMC store 80.00 47.72 S.M.

disposal of unserviceable material with all lead and lift.

Removing and resetting existing rough kotah stone water table for

footpath in line, level and proper gradient including 25 mm thick

bedding in CM 1:6 (1 Part of Cement, 6 Part of coarse sand) with

21.13 sufficient ramming, consolidation, Providing joints in C.M. 1:3 (1 80.00 61.94 R.M.

Cement : 3 Coarse sand) and smooth pointing in C.M. 1:1 (1 Cement :

1 Coarse sand) including watering etc. complete as per details in tender

specification & as directed by engineer in charge.

Removing and resetting Existing paver block, including all watering

leveling, cleaning, labour & Equipments chagres etc. complete as per 1250.00 102.00 S.M.

details in tender specification & as directed by engineer in charge.

Excavation for 27 cm wide and 25 cm deep Gishi in Ashpalt

Bitumeneous road for erection of concrete wall as a road devider and

21.14 removal of all excavated materials / asphalts etc. from the site as per 0.00 27.32 R.M.

details in tender specification & as directed by engineer in charge at the

cost of contractor.

Providing and laying cement concrete cast-in-situ/Precast kerb in M-

20 grade as per drawing and as per details in tender specification & as

directed by engineer in charge with all leads, lifts, loding & unloding

( i ) 775mm height cement concrete M-20 grade cast-in-situ/Precast

Kerbs & Fixing for Median as per drawing and as per details in tender 80.00 1091.00 R.M.

specification & as directed by engineer in charge.

( ii ) 0.15 (th.) *0.30(l)* 0.48(Ht.) mt. in size cement concrete M-20

grade pre cast Kerbs & Fixing as per drawing Purchsed from SMC's

approved manufactures and as per details in tender specification & as

directed by engineer in charge.

ITEM DESCRIPTION QTY RATE PER AMOUNT

Removing & Restarting existing ready made C.C.Kerb of strength of

required size & thickness in inlet, level and truly vertical position,

including filling joints in C.M.1:1 (1part of cement 1part of coarse

sand) smooth pointing in C.M.1:1

Providing and laying cement concrete cast-in-situ Guard

Stone (1:2:4) (1 cement : 2 coarse sand : 4 graded stone

21.17 aggregate of 20 mm nominal size) including cost of form work 400.00 551.00 Nos.

including, curing labour,machinery, equipments required to execute

this item etc. complete. Size :- (750 X 350 X 400)

Providing and laying cement concrete cast-in-situ Guard

Stone (1:1/2:3) (1 cement : 1/2 coarse sand : 3 graded stone aggregate

21.18 of 20 mm nominal size) including cost of form work including, curing 0.00 378.00 Nos.

labour,machinery, equipments required to execute this item etc.

complete. Size :- (600 x 225 x 400)

Total of Part-II

22 PAVEMENT MARKING & CAT EYE

Providing and applying 2.50 mm thick hot applied thermoplastic

road marking of white / yellow colour on bituminous / concrete surface

with fully automatic machines as per detailed drawings / engineers

22.1 instructions for Lane markings, edge markings / arrows including

materials, labour charges, tests required to be carried out etc. complete

as per details in tender specification & as directed by engineer in

a For Edge line marking of 15cm width 1000.00 367.72 S.M.

b For Center Line marking of 10cm width 500.00 367.72 S.M.

c For pedestrian markigns at junctions (Zebra Crossing) 200.00 367.72 S.M.

d For pedestrian markigns at junctions (STOP LINE) 0.00 367.72 S.M.

e Letter markigns at junctions 0.00 367.72 S.M.

f Direction arrow markigns at junctions 0.00 367.72 S.M.

g For lane line marking of 15cm width 0.00 367.72 S.M.

Supplying of Molded Shank Raised Pavement Markers made of

polycarbonate and ABS molded body and reflective panels with micro

prismatic lens capable of providing total internal reflection of the light

entering the lens face and shall support a load of 16000 kg tested in

accordance to ASTM D 4280 Type H and complying to Specifications

of Category A of MORTH Circular No RW/NH/33023/10-97 – DO III

Dt 11.06. 1997. The height, width and length shall not exceed 50 mm,

100 mm and 100 mm and with minimum reflective area of 13 Sqcm on

each side and the slope to the base shall be 35 +/- 5 degree. The

strength of detachment of the integrated cylindrical shanks, (of

diameter not less than 19 +/- 2 mm and height not less than 30+/-

mm) from the body is to be a minimum value of 500 Kgf. Fixing will

be by drilling holes on the road for the shanks to go inside, without

nails and using epoxy resin based adhesive as per manufacturer’s

recommendation and complete as directed by the engineer. (3M or

Equivalent Brand)

Total of Part-III

23 ROAD SIGNAGES

Cautionary warning sign :- Providing and fixing sign boards made

out of 2 mm aluminium sheet; size 90 x 90 x 90 cms. equilateral

triangle as per design of IRC 67-2012. Pre treated with phospheting

process & acid etching; coated with one coat of epoxy primer and two

coats of best quality epoxy paint; reflectorised with retro

refiectivesheeting as per latest M.O.S.T. Specifications; 3.1 m long

23.1 stand post and frame fabricated from suitable size iron angle of 35 x 35 10.00 3906.19 Nos.

x 3 mm, 75 x 75 x 6 mm as required; painted with best quality epoxy

coatings in black and white bends. The details of symbol for each

board shall be as per the instruction of engineer in charge. The fixing as

site shall be in 1:2:4 CC block of size 45 x 45 x 60 Cms. for each

leg.including excavation, curing etc. complete under the supervision of

engineer in charge. (B) High Intensity Grade.

Facility Informatory Signs :- Providing and fixing sign boards made

out of 2 mm aluminium sheet; size 80 x 60 cms. rectangle as per design

of IRC 67-2012. Pre treated with phospheting process & acid etching;

coated with one coat of epoxy primer and two coats of best quality

epoxy paint; reflectorised with retro refiective sheeting as per latest

M.O.S.T. Specifications; 3.1 m long stand post and frame fabricated

23.2 from suitable size iron angle of 35 x 35 x 3 mm, 75 x 75 x 6 mm as 15.00 3990.64 Nos.

required; painted with best quality epoxy coatings in black and white

bends. The details of symbol for each board shall be as per the

instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC

block of size 45 x 45 x 60 Cms. for each leg.including excavation,

curing etc. complete under the supervision of engineer in charge. (B)

High Intensity Grade.

ITEM DESCRIPTION QTY RATE PER AMOUNT

Regulatory/ Mandatory Signs :- Providing and fixing sign boards

made out of 2 mm aluminium sheet; size 60 cms. diameter circle as per

design of IRC 67-1977. Pre treated with phospheting process & acid

etching; coated with one coat of epoxy primer and two coats of best

quality epoxy paint; reflectorised with retro refiective sheeting as per

latest M.O.S.T. Specifications; 3.1 m long stand post and frame

23.3 fabricated from suitable size iron angle of 35 x 35 x 3 mm, 75 x 75 x 6 10.00 3540.12 Nos.

mm as required; painted with best quality epoxy coatings in black and

white bends. The details of symbol for each board shall be as per the

instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC

block of size 45 x 45 x 60 Cms. for each leg. including excavation,

curing etc. complete under the supervision of engineer in charge. (B)

High Intensity Grade.

Direction sign (Junction board) :- Providing and fixing sign boards

made out of 2 mm aluminium sheet; size 244 x 122 cms. rectangle as

per design of IRC 67-2012. Pre treated with phospheting process &

acid etching; coated with one coat of epoxy primer and two coats of

best quality epoxy paint; reflectorised with retro refiectivesheeting as

per latest M.O.S.T. Specifications; Letters and numerals should be as

per IRC -30-1968, 3.1 m long ( 2 nos ) stand post and frame fabricated

23.4 from suitable size iron angle of 50 x 50 x 5 mm, 75 x 75 x 6 mm as 8.00 21287.51 Nos.

required; painted with best quality epoxy coatings in black and white

bends. The details of symbol or inscription / numerals for each board

shall be as per the instruction of engineer in charge. The fixing at site

shall be in 1:2:4 CC block of size 45 x 45 x 60 Cms. for each

leg.including excavation, curing etc. complete under the supervision of

engineer in charge. (B) High Intensity Grade.

Providing Supplying & Fixing jumbo swiss type traffic bollard made

out of 1.5 mm thick CRC sheet in conical shape having 188cms,

bottom dia 30cms, top dia 22cms, with top circular direction plate of

30cms dia for arrow fabricated as per attached drawing and coated with

23.5 black epoxy powder coating and Retro reflectorised three yellow strip 10.00 4141.00 Nos.

15cms wide and arrow Micro Prismatic grade sheeting as per ASTM

4956-09 Type-XI Fixing with cement concrete M-25 grade,

Foundation size 30cm*30cm*35cm as per the instruction of Engineer

Total of Part-IV

24 TRAFFIC SAFETY ,TRAFFIC CONTROL AND SURVEY

Providing and installing barricades including supplying, paiting

with flourscent paint/white paint and fixing CGI sheet 24 SWG of

required height as per site condition and M.S. angle of required size to

restain at 2.5 mt. c/c and dismantalling the same after completion of

work and allowing for movement of traffic as per drawing and as per

instruction from engineer in charge

24.1 Reuse of the above barricades in item 24.1 for traffic safety purpose

(A) without procuring new barricades.

Provision and fixing of traffic signs for limited period at suitable

locations as per requirement during the construction in construction

zone comprising of warning zone, approach transition zone, working

zone and terminal transition zone with a minimum distance of 60 cm

from the edge of the kerb in case of kerbed roads and 2 to 3 m from the

24.2 edge of the carriageway in case of un-kerbed roads, the bottom edge of 5.00 1800.00 Nos.

the lowest sign plate to be not less than 2 m above the road level, fixed

on 60 mm x 60 mm x 6 mm angle iron post, founded and installed as

per approved design and drawings, removed and disposed of after

completion of construction work, all as per IRC:SP:55-2001.

Provision of metal drum/empty bitumen drumdelineator, 300 mm in

diameter, 800 mm high, filled with earth for stability, painted in

24.3 circumferential strips of alternate black and white 100 mm wide fitted 10.00 286.00 Nos.

with reflectors 3 Nos of 7.5 cm dia, all as per IRC:SP:55-

Carrying out Topographic survey in full width of road showing

location of inlet chamber, manhole of strom line & drainage line with

total station instrument etc. on existing road along with level survey of

road for road profile at minimum 15 mt. class interval with chainage

markings on site including C-Section, L-Section & centre line marking

of roads as per instruction of engineer in charge.

Provision of Traffic cones for limited period at suitable locations as per

requirement during the construction in construction zone comprising of

warning zone, approach transition zone, working zone and terminal

transition zone Etc.

Supplying and fixing the necessary blinkers, delineators, trafic

24.6 cones, etc as per site requirement and as directed by engineer in charge

Delineators 5.00 850.00 Nos.

Blinkers 5.00 3850.00 Nos.

Total of Part-V

ITEM DESCRIPTION QTY RATE PER AMOUNT

(A) Milling the existing bituminous pavement up to a depth of 50 mm

by milling machine in a single cutting depth, to make a uniform surface

without disturbing the base including diversion of traffic, removing

25.1 milled materials and disposal of milled material to an approved 0.00 70.97 S.M.

dumping yard (within 12 km lead) including loading and unloading, all

leads and lift, fuel, lubricant charges etc complete

Milling the existing bituminous pavement for a depth more than 50 mm

but up to 100 mm by milling machine in a single cutting depth to make

a uniform surface without disturbing the base including diversion of

25.2 traffic, removing milled materials and disposal of milled material to an

approved dumping yard (within 12 km lead) including loading and

unloading, all leads and lift, fuel, lubricant charges etc complete.

Milling the existing bituminous pavement for a depth more than

mm but up to 200 mm by milling machine in a single cutting depth to

make a uniform surface without disturbing the base including diversion

25.3 of traffic, removing milled materials and disposal of milled material to

an approved dumping yard (within 12 km lead) including loading and

unloading, all leads and lift, fuel, lubricant charges etc complete.

Milling the existing bituminous pavement for a depth more than

mm but up to 300 mm by milling machine in a single cutting depth to

make a uniform surface without disturbing the base including diversion

25.4 of traffic, removing milled materials and disposal of milled material to

an approved dumping yard (within 12 km lead) including loading and

unloading, all leads and lift, fuel, lubricant charges etc complete.

(AA) Milling the existing concrete pavement for a depth up to 50 mm

by milling machine including diversion of traffic, removing milled

25.5 materials and disposal of milled material to an approved dumping yard 0.00 185.50 S.M.

(within 12 km lead) including loading and unloading, all leads and lift,

fuel, lubricant charges etc complete.

Total of Part-VI

TOTAL OF PART I + PART II + PART III + PART IV + PART V+ PART VI=

EXECUTIVE ENGINEER

NEW EAST (SARTHANA) ZONE

SURAT MUNICIPAL CORPORATION