WIDENING OF MANDVI MAIN ROAD TO MANDVI AIR STRIP ROAD ( 5.50 M TO 10.0 M) (M.D.R.) ROAD TA.MANDVI(6th attempt)

NAME OF WORK:-WIDENING OF MANDVI MAIN ROAD TO MANDVI AIR STRIP ROAD ( 5.50 M TO

10.0 M) (M.D.R.) ROAD TA.MANDVI

BILLOF QUANTITIES

(A) Percentage Rate Tender (Upto INR 50 Cr)

It.No. Description of Item ( with brief specification and reference to book of Quantity Unit Rate in Amount

specifications) Figures

1 Clearing and Grubbing road land including uprooting rank, vegetation, 1.200 Hect. 28455.09

grass bushes, shrubs, saplings and trees girth up to 300 mm removal of

stumps of trees cut earlier and disposal of unseviceable materials and

stacking of serviceable materials to be use (A) By mechanical means in

area of light jungle

2 Box cutting the road surface to proper slope and camber for making 2159.000 Cmt. 109.24

base for road including removing the excavated stuff and disposing on

the road side slope as directed upto 50 mts lead.

3 Earth work for embankment with selected soil C.B.R.not less than 6.0 10283.000 Cmt. 163.69

including breaking clods, dressing, with all, lead and lift (excl. watering

and consolidation) From borrow area with all lead & lift

4 Rolling & watering and consolidation earthwork using vibratory road 12442.000 Cmt. 22.96

roller 8 - 10 tonne capacity (A) Earth work (layer not exceeding 200mm

5 Construction of granular sub base by providing well graded crushed 1352.000 Cmt. 880.75

stone material(M.C.Metal 53 to 9.5 mm size 50%,M.C. metal 9.5 to

mm 20% and sand below 2.36mm size 30%) spreading in uniform layes

with motor grader on prepared surface,mixing by mix in place method

with rotovator at O.M.C. and compacting with three wheeler roller 8 T

to 10 T to achieve the desired density complete as per technical

specification Close graded Granular sub-base Material as per clause

for grading -I well graded sub base material.(150mm thick compacted

6 Providing and laying W.B.M. of M.C. metal of size 45 mm to 90 mm size 877.000 Cmt. 1389.72

including 0.27 Cu.M. Stone screening & 0.08 Cu.M. stone dust as filler

including spreading, watering & consolidation by vibratory roller 80KN

to 100KN static weight. 100 mm thick compacted.

7 Providing and laying W.B.M. of M.C. metal of size 45 mm to 63 mm size 1284.000 Cmt. 1268.96

including 0.12 Cu.M. Stone screening & 0.08 Cu.M. stone dust as filler

including spreading, watering & consolidation by vibratory roller 80KN

to 100KN static weight. 75 mm thick compacted

8 Supplying,stacking and spreading quarry spall with all lead and lift and 366.000 Cmt. 571.77

including watering and rolling and consolidation of sub grade in layers at

OMC to required dry density including filling depression which occurs

during the process using vibratory roller of 80 KN to 100KN (selected

quarry spall having CBR value not less than 30.0)

9 Providing and laying bituminous grout base course 37.50 mm 1378.000 M.T. 2268.90

compacted thi. using B.T. stone aggregates as per required gradation

with the Bitumen V.G.-30 for tack coat 2.5 Kg/10 Smt on B.T.Surface

and 4.0 Kg/10 Smt on W.B.M.Surfcae and asphalt V.G.-30 grade for

mixing @ 1.99 % i.e. 19.90 kg./ MT by weight of mix incl. heating and

mixing in drum mix plant transporting the mix , spreading the same by

pavers finisher and consolidation as per MORTH specification incl. cost

of all materials fuels, labors, tools and plant etc. using contractors own

drum mix plant etc. comp. etc. comp.

It.No. Description of Item ( with brief specification and reference to book of Quantity Unit Rate in Amount

specifications) Figures

10 Providing and laying 37.5 mm thick compacted B.M. using stone chips 1516.000 M.T. 2833.72

0.66 Cum / 1 M.Ton mix as per gradation and tack coat with Bitumen

V.G.-30 grade @ 2.50 kg. / 10 Smt. on B.T. surface and asphalt grade VG-

30 for mixing @ 34 kg/M.Ton (I.e. 3.40% of mix) including heating the

and aggregate by contineous batching drum mix plant, transporting and

mixed matrrial and spreading the same by paver finisher and

consolidation by vibratory roller of 80 KN to 100 Kn static weight

including the cost of labour oil, lubricants etc. using contractors own

machineries and plant.

11 Providing and Laying 20 mm thick mix seal surface using stone chips as 846.000 M.T. 3502.54

per gradation on prepared surface with spesified grade crushed stone

agg. as per MORTH & H specification and asphalt grade V.G.-30 for

mixing at rate of 5.10 % by weight of mix and including heating the

asphalt and aggregate by drum mix plant and spreading the same by

paver finisher and consolidating by vibratory roller to achive the desired

density incl. providing tools, plant,oil, kerosene, lubricating etc. comp.

using contractors own machinery, drum mix plant and paver finisher etc.

12 Dismentaling the existing structure including removing and stacking the 288.000 Cmt. 930.35

dismentelled materials as and where directed. (A) R.C.C. work

13 Clearing the site before commencement and after completion of work 4.000 Job 5050.00

14 Marking out the centre line of bridge & various other comonents 4.000 Job 2020.00

structure & complete lining out & levelling with the theodolites,levels

including constructing and establishing necessary benchmarks etc.

complete as directed.

15 Providing flood guage marks on sub structure as per design including 21.600 Smt. 167.03

painting as per specifications and as may be directed etc. complete.

16 Providing masonary steps with cement pointing on approaches on both 132.000 No. 230.50

ends as directed

17 Excavation for foundation upto 1.5 m depth including sorting out and 36.000 Cmt 253.88

stacking of useful materials and disposing off the excavated stuff

upto 50 Meter lead.(B) Dense or Hard Soil(

18 Excavation for foundation in sand, gravel, clay soft soils and murrum etc. 2956.000 Cmt 511.11

including shoring, strutting dewatering as necessary and disposing of the

excavated stuff as directed.(A) Depth upto 3.0 M. and lead upto 100m

19 Providing & Laying cement concrete 1:4:8 (1-Cement 4-Coarse sand 8- 9.000 Cmt 2968.27

machine crushed stone aggregates 40mm nominal size) and curing

complete in foundation and plinth.

20 Providing and filling in foundation with ordinary cement concret M100 288.800 Cmt 3327.08

mix and providing necessary vetical pin headers including formwork

vibrating ramming and curing complete.

21 Providing and filling in foundation with ordinary cement concret M150 887.300 Cmt 3697.13

mix and providing necessary vetical pin headers including formwork

vibrating ramming and curing complete.

22 Drilling the hole 300mm deep in exising concrete structure and fixing 1845.000 No. 220.78

16mm dia stee bar 600mm in length with cement slurry for proper

bonding in concrete work including all labour and machine etc complete

It.No. Description of Item ( with brief specification and reference to book of Quantity Unit Rate in Amount

specifications) Figures

23 Providing and Casting in situ controlled Cement Concrete M-250 for 1179.400 Cmt. 4658.72

foundation including necessary shuttering laying, vibrating, ramming

and curing complete.

24 Providing and casting in situ controlled cement concrete M-300 for 141.600 Cmt 4817.31

R.C.C. Rafft and cut off walls including necessary shuttering laying,

vibrating ranning and curing complete.

25 Providing and casting in situ controlled cement concrete M-250 for RCC 707.800 Cmt 5265.96

work in piers abutment and RCC return as per drawing including

centering shuttering scaffolding where necessary laying vibrating curing

and finishing complete. (A) Height from 0.0m to 5.00 mt.

26 Providing and casting in situ controlled cement concrete M-300 for RCC 107.000 Cmt 5424.55

work in piers abutment and RCC return as per drawing including

centering shuttering scaffolding where necessary laying vibrating curing

and finishing complete. (A) Height from 0.0m to 5.00 mt.

27 Providing & laying weep hole in Aburtments, and returns by using PVC 6 284.000 No. 151.08

Kg/Sqcm pipe of 110mm dia including laying in proper grede and

jointing the completed as per detailed specification.

28 Providing and fixing in position mild steel dowel bars in pier caps or 56.000 No. 399.70

abutments caps for anchorage in free end as per detailed drawing

including cutting , bending and welding complete.

29 Providing and fixing in position mild steel dowel bars in pier caps or 56.000 No. 341.29

abutments caps for anchorage in fixed end as per detailed drawing

including cutting , bending and welding complete.

30 Providing and casting in situ controlled cement concrete M-250 for 127.900 Cmt. 5345.73

R.C.C. work in pier cap,abutment cap and dirt wall including

controlled cement concrete M-250 bed blocks or pedstals of required

size below bearings as per detailed drawings, centering, shuttering,

scaffolding, wherever necessary, laying vibating, curing and finishing

31 Providing and casting in situ. controlled cement concrete M300 for RCC 670.100 Cmt 5555.30

solid slab including centering , scaffolding curing and finishing

32 Providing and casting in situ controlled cement concrete concrete M-300 82.700 Cmt 5355.82

for approach slab cluding formwork curing and finishing complete.

33 Providing and casting in situ controlled cement concrete M-400 for 114.200 Cmt 5230.91

Kerb/ kerb blocks & Parapet including formwork curing and finishing,

34 Providing and casting in situ controlled cement concrete M-400 for 127.200 Cmt 5656.34

average 100 mm thick wearing coat laid as directed dincluding

tamping, vibrating, finishing, curing and fillingin joints with bitumen

35 Providing TMT Bar FE 500D reinforcement for R.C.C. work including 10236.000 Kg. 77.29

bending, binding and placing in position complete upto floor two level

36 Providing and placing in position FE 550D TMT bar reinforcement 111.520 M.T. 94990.50

including cutting, bending, hooking, and tying complete as per detailed

drawing.(A) Solid Slab. ,App.Slab ,Kerb,Wearing Coat etc.

It.No. Description of Item ( with brief specification and reference to book of Quantity Unit Rate in Amount

specifications) Figures

37 Providing and applying anticarrasive treatment with polymer base 111.520 M.T. 4168.96

materials to the steel rainfarcement including descaling the dust and

applying the preventive coating of approved make (for the R.C.C.

structures near coastal area only) etc complete

38 Providing and fixing Tar paper between abutment etc. comp 131.800 Smt. 47.08

39 Supplying promoulded bituminious joint filler (II) 20mm thik 112.400 Smt. 760.86

40 Providing P.V.C. 100mm diamenter water spouts including necessary 46.000 No. 159.37

iron gratings as per drawing.

41 Providing and Laying filter media 600 mm thick as directed at the back of 611.600 Smt. 1234.49

abutments returns and wing walls as per detailed specifications.

42 Providing and filling sand between abutments and between returns in 1139.200 Cmt. 504.42

layers as directed.

43 Providing and fixing marble slab including engraving and painting 8.000 No. 1012.65

complete (i) Size 75cm x 60cm x4 cm

44 Providing and laying rubble for appron (each stone weighting not less 445.000 Cmt. 1083.81

than 40Kg.) including and packing and filing in the interestices with

45 Providing 22.5 cm thick dry rubble pitching of hammer dressed stone of 300.000 Smt. 636.89

black trap incl.providing 15 cm th murrum bedding and laying to correct

slope after necessary triming of murrum work and hand packing to

required thickness and providing pointing in C.M.1:3 flush pointing(

46 Providing the diversion by proper means e.i. In proper grade, camber 118.000 Rmt. 1118.35

and approach etc. for easy passing of trafic incl. Providing neccesary sign

board, making etc.and maintaining the same during the period of work

up to complition of work.

47 Providing and fixing ordinary kilometer stone of pre-cast c.c. 1:2:4 6.000 No. 704.33

including necessary reinfor- cement as per I.R.C. type design fixing in

C.C. 1:4:8 including letter and paints etc. complete.

48 Providing and fixing hectometer as per I.R.C. type design including 16.000 No. 356.50

painting,lettering etc. complete. (ii) Fixing in C.C. 1:5:10

49 Providing fixing indicator stone of approved stone as per I.R.C. type 58.000 No. 343.27

design in c.c. 1:4:8 including white washing etc. complete. (ii) Fixing in

It.No. Description of Item ( with brief specification and reference to book of Quantity Unit Rate in Amount

specifications) Figures

50 MMGSY"LOGO"Board: Providing and fixing of MMGSY LOGO informatory 1.000 No. 6256.35

sign board with Logo as per section 1700 of MORD specifications and

drawing.The board will be a composite unit consisting of Two Plates of

ACM (Aluminum Composite Material), specifications as per clause 17001.3.

The top most plate will be of 3mm ACP in diamond shape of 600x600 mm

size, riveted with MS angle iron frame of 25mmx25mmx5mm size on back

on edges. The Lower plate will be of 4mm ACPof 1100x300mm size riveted

with MS angle iron frame of 25mmx25mmx5mm size on back on

edges.Riveting of all the sheets over angle and flat iron frame will be done

neatly to have plain surface on one side. The angle iron frame of Both the

plates will be welded to a 75mmx75mmx6mm Mild steel post at Centre and

this post will be embeded in cement concrete M15 grade block of

450x450x600mm below ground level. The height of the bottom of the

lower plate will be 1200mm from normal ground level. The spacing

between the diamond shaped plate and Lower Plate is kept

150mm.MMGSY Logo, letters and numerals on the ACM should be made

up of Retro Reflectivesheeting of Type-1 AEGP Class-A grade as per the

latest MORD section 1700 and IRC67-2012 specifications. All the section of

the frame and posts shall be painted with primer and two coats of epoxy

CitizenThe design,painting

Information Board:and letteringand

Providing shallfixing

be done as per MMGSY

of typical the MMGSY 1.000 No. 10937.29

informatory board as per instrucion.Two ACP sheets of 3mm thick of

900 mm x 750mm size fixed at top & bottom duly rivited with M.S.

angles of 25 x 25 x5 mm thick M.S. angle shall be welded by two vertical

M.S. angle of 5mm thick to 75 mm x 75mm of 12 SWG square tuces

posts duly embedded in cement concrete grade block of 600mm x

600mm x 75mm.below ground level. The letters & figures of any shade

reflectorised with High Intensity Prismatic Grade Retro reflective

Sheeting of Type-4 as per ASTH D-4956 and latest MORD specifications.

All sections of frame posts and steel tube will be painted with primer

and two coats of epoxy paints as per drawing clause 1701 and Annexure

1700.1 (10.16) (A) Class-B High Intensity Grade Reflecttive sheeting.

52 MMGSY Project Information Board: Providing and fixing of typical MMGSY 1.000 No. 13580.84

Project informatory sign board with Logo as per section 1700 of MORD

specifications and drawing.The board will be a composite unit consisting of

Three Plates of ACM (Aluminum Composite Material), specifications as per

clause 17001.3. The top most plate will be of 3mm ACM in diamond shape

of 600x600 mm size, riveted with MS angle iron frame of

25mmx25mmx5mm size on back on edges. The middle 4mm ACM plate

willbe 1200x150mm size riveted with MS angle iron frame of

25mmx25mmx5mm size on back on edges.The Main 4mm ACM lower most

plate will be 1500x600mm size riveted with MS angle iron frame of

25mmx25mmx5mm size. Riveting of all the sheets over angle and flat iron

frame will be done neatly to have plain surface on one side. The angle iron

frame of lower most plate and flats iron frame of the middle plate will be

welded to two nos. 75mmx75mmx6mm (12 SWG) sheet tubes posts placed

at 1125mm apart centre to centre. the top of the middle plate will be

flushed with the top of 75mm dia medium steel tube posta and these posts

will be embeded in cement concrete M15 grade block of 450x450x600mm

below ground level.The height og bottom of the lower plate will be

1200mm from normal ground level and the bottom of the middle plate will

be 100mm above the top level of the lower most plate. The Diamond

It.No. Description of Item ( with brief specification and reference to book of Quantity Unit Rate in Amount

specifications) Figures

53 Cautionary Warning Sign :-Providing and fixing sign boards made out of 6.000 No. 3906.19

2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size

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 High Intensity Prismatic Grade retro refiectivesheeting of Type-4 as

per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr long stand

post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required

and frame fabricated from suitable size iron angle of 35 x 35 x 3mm;

painted with bestquality 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 blockof size 45 x

45 x 60 Cms. for each leg including excavation, curing etc.complete

under the supervision of engineer in charge. A warranty for 7 years for

the Retro reflective sheeting from original manufacturer & a certified

copy of 3 year outdoor exposure test report from third party test lab for

the product offered shall be submitted by contractor. (B) Class-B Type-4

Retro Reflective sheeting

54 Give Way Sign :-Providing and fixing sign boards made out of 2mm 1.000 No. 3906.19

aluminium sheet / 4mm ACP (Aluminum composite Panel); 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

High Intensity Prismatic Grade retro refiectivesheeting of Type-4 as per

ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr long stand post

of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and

frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted

with bestquality 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 blockof size 45 x 45 x

Cms. for each leg including excavation, curing etc.complete under the

supervision of engineer in charge. A warranty for 7 years for the Retro

reflective sheeting from original manufacturer & a certified copy of

year outdoor exposure test report from third party test lab for the

product offered shall be submitted by contractor. (B) Class-B Type-4

Retro Reflective sheeting

55 Hazard Marker Sign :-Providing and fixing sign boards made out of 2.0 10.000 No. 3518.69

mm aluminium sheet / 4 mm ACP (Aluminum composite Panel); size

90x30 cms. rectangular 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

High Intensity Prismatic Grade retro refiectivesheeting of Type-4 as per

ASTM D-4956 and latest M.O.S.T.Specifications; 1.8mtr long stand post

of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and

frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted

with bestquality 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 blockof size 45 x 45 x

Cms. for each leg including excavation, curing etc.complete under the

supervision of engineer in charge. A warranty for 7 years for the Retro

reflective sheeting from original manufacturer & a certified copy of

year outdoor exposure test report from third party test lab for the

product offered shall be submitted by contractor. (B) Class-B Type-4

Retro Reflective sheeting.

It.No. Description of Item ( with brief specification and reference to book of Quantity Unit Rate in Amount

specifications) Figures

56 Direction (Junction) Sign :-Providing and fixing sign boards made out of 2.000 No. 21287.51

2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size

244x122 cms. rectangular 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 High Intensity

Prismatic Grade retro refiectivesheeting of Type-4 as per ASTM D-4956 and

latest M.O.S.T.Specifications; 4.0mtr (2 Nos.) long stand post of Iron Angle

75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated

from suitable size iron angle of 50x50x5mm; painted with bestquality

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 blockof size 45 x 45 x 60 Cms. for each leg including

excavation, curing etc.complete under the supervision of engineer in

charge. A warranty for 7 years for the Retro reflective sheeting from

original manufacturer & a certified copy of 3 year outdoor exposure test

report from third party test lab for the product offered shall be submitted

by contractor. (B) Class-B Type-4 Retro Reflective sheetinG

57 STOP Sign :-Providing and fixing sign boards made out of 2mm 1.000 No. 6704.36

aluminium sheet / 4mm ACP (Aluminum composite Panel); size 90 cms.

Octagonal 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 High Intensity

Prismatic Grade retro refiectivesheeting of Type-4 as per ASTM D-4956

and latest M.O.S.T.Specifications; 3.6mtr long stand post of Iron Angle

75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated

from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality

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 blockof size 45 x 45 x 60 Cms. for each leg

including excavation, curing etc.complete under the supervision of

engineer in charge. A warranty for 7 years for the Retro reflective

sheeting from original manufacturer & a certified copy of 3 year outdoor

exposure test report from third party test lab for the product offered

shall be submitted by contractor. (B) Class-B Type-4 Retro Reflective

58 Chevron sign :-Providing and fixing sign boards made out of 1.5mm 30.000 No. 3711.75

aluminium sheet / 3mm ACP (Aluminum composite Panel); size

60x50cm rectangular 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

High Intensity Prismatic Grade retro refiectivesheeting of Type-4 as per

ASTM D-4956 and latest M.O.S.T.Specifications; 3.3 mtr long stand post

of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and

frame fabricated from suitable size iron angle of35x35x3mm; painted

with bestquality 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

blockof size 45 x 45 x 60 Cms. for each leg including excavation, curing

etc.complete under the supervision of engineer in charge. A warranty

for 7 years for the Retro reflective sheeting from original manufacturer

& a certified copy of 3 year outdoor exposure test report from third

party test lab for the product offered shall be submitted by contractor.

(A) Class-B Type-4 Retro Reflective sheeting.

It.No. Description of Item ( with brief specification and reference to book of Quantity Unit Rate in Amount

specifications) Figures

59 Village name Sign :-Providing and fixing sign boards made out of 2mm 1.000 No. 6397.43

aluminium sheet / 4mm ACP (Aluminum composite Panel); size 90x60

cms. rectangular 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

High Intensity Prismatic Grade retro refiectivesheeting of Type-4 as per

ASTM D-4956 and latest M.O.S.T.Specifications; 3.3mtr long stand post

of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and

frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted

with bestquality 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

blockof size 45 x 45 x 60 Cms. for each leg including excavation, curing

etc.complete under the supervision of engineer in charge. A warranty

for 7 years for the Retro reflective sheeting from original manufacturer

& a certified copy of 3 year outdoor exposure test report from third

party test lab for the product offered shall be submitted by contractor.

(B) Class-B Type-4 Retro Reflective sheeting

60 Road marking with hot applied thermoplastic paints with reflectorising 487.000 Smt. 367.72

glass beads on bitumin surface providing and laying a hot applied

thermoplastic compound 2.5 mm thick including reflectorising glass

beads @ 250gms per sqm area, thickness of 2.5mm is excluding of

surface applied glass beds as per IRC:35-2015. The finished surface to be

level, uniform and free from streaks and holes. zebra patta /bump patta

lane/center line/ edge line/cut patta. The white color marking should

provide liminance coefficinet on cemend road shalll be min

mcd/m2/lux and Asphalt road shall be min 100 mcd/m2/lux during the

service life during the day time. The marking should meet the

performance criteria for night time reflectivity, wet reflectivity and skid

resistance as mentioned in the section-15 of IRC 35-2015. Warranty for

the Retro reflectivity should be two years.

61 Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks Raised 374.000 No. 326.23

Pavement Markers made of polycarbonate and ABS moulded 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 13635 kgs. 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 20 mm, 130 mm and 130 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+/- 2 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 manufacturers recommendation and The color of the marker

should be as per the IRC 35-2015 and as directed

by Engineer-in-charge

I/We am/are willing to carry out the work at............... % above/ below Percent (Should be written in figures and

words ) of the estimated rate mentioned above.Amount of my /our tender works out as under .

Estimated amount put to tender Rs.5,48,15,895.39 Estimated amount put to tender Rs.5,48,15,895.39

Deduct …………………..% below Add …………………..% Above

It.No. Description of Item ( with brief specification and reference to book of Quantity Unit Rate in Amount

specifications) Figures

1 The Contractor shall exhibition board with detailed specification and details of work as directed by the Engineer – In –

Charge for which no extra payment shall bemade.

2 The labourcess will be deducted as per prevailing rules i.e. 1% of the work done.

3 GST and Income tax TDS will be deducted at a source while making payments of bills.

4 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt G.R.: PRC-10/2017 Cement

Consumption/16/C Date: 11/05/2017 as stated in S.O.R. therefore in R.C.C. items where the reisa change as per actual mix

design the cost of difference of cement consumption have been deducted from the rate of original item at the rate of input

rate mentioned in all the tender.

Executive Engineer

R & B Panchayat Division

Signature of the Contractor. Bhuj - Kachchh