Construction work of new Cross Drainage, Repairing of cross Drainage, structure and Bridge repair work and other Misc. work on various roads as and when required or in emergency under (R&B) Division, Bhavnagar. (4th Time)

Item Rate In

(with brief specification and reference to book of Quantity Unit Amount

No. Figure

specifications)

[1] Job Work for Dismentalling the existing Cross Drainage 17.00 Job 952.510

structure including removing and stacking the dismentelled

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

masonary , UCR masonary, Pipe etc. Complete as per

instruction of Engineer In Charge.

[2] Excavation for foundation upto 1.5 m depth including 2572.00 Cum 160.890

sortingout and stacking of useful materials and disposing off

theexcavated stuff upto 50 Meter lead.(B) Dense or Hard soil

[3] Providing and casting in situ Ordinary cement concrete M-150 593.00 Cum 3816.600

for R.C.C. Raft and cut-off walls including necessary shuttering

laying,vibrating, ramming and curing complete.

[4] Supplying and fixing reinforced concrete heavy duty non- 225.00 Rmt 3469.250

pressurepipes with collars for culverts carrying heavy traffic

as per IS 458-1991 specifications including setting the pipes in

C.M. 1:2watering and laying (to level or slopes) of class NP3 of

followinginternal daimeters.(v) 900mm dia.

[5] Supplying and fixing reinforced concrete heavy duty non- 75.00 Rmt 5560.000

pressurepipes with collars for culverts carrying heavy traffic

as per IS 458 1991 specifications including setting the pipes in

C.M. 1:2watering and laying (to level or slopes) of class NP3 of

followinginternal daimeters.(vii) 1200mm dia.

[6] Providing and casting in situ controlled cement concrete M- 2339.00 Cum 5029.886

200 for R.C.C. return as per drawings including centering

shuttering ,scaffolding where necessary, laying vibrating,

curing and finishing complete.(A) Height from 0.0 to 5.0 M.

[7] Providing TMT Bar FE 500D reinforcement for R.C.C. work 15560.00 Kg 77.280

including bending, binding and placing in position complete

upto all floor

[8] Filling around the pipes with murrum including dressing , 2108.00 Cum 88.070

tampering etc. complete.

[9] Construction of granular Sub base (Grading -I) by providing 264.00 Cum 1634.410

close graded material BTMC using metal 53 mm to 26.5 mm@

27.5%, aggregate 26.5 mm to 9.5 mm @ 22.5% & 9.5 mm to

4.75 mm @ 10% and stone dust 4.75 mm & below @ 40% incl.

spreading in uniform layers with motor grader on prepared

surface mixing by mix in place method with Front End Loader

at OMC and compacting with vibratory roller to achieve the

desired density complete as as per MORTH specification.

[10] Painting Two Coats on New Concrete Surfaces (Painting two 955.00 Sqm 122.130

coats after filling the surface with synthetic enamel paint in all

shades on new plastered concrete surfaces)

[11] Providing & laying weep hole in Aburtments, and returns by 2572.00 Each 62.930

using A.C. pipe of 100mm including laying in proper grede and

jointingthe completed as per detailed specification.

Description of Item

Item Rate In

(with brief specification and reference to book of Quantity Unit Amount

No. Figure

specifications)

[12] Excavation for foundation in sand, gravel, clay soft soils and 5040.00 Cum 523.280

murrum etc. including shoring, strutting dewatering as

necessary and disposing of the excavated stuff as directed.(A)

Depth up to 3.0 M. and lead upto 100 m for 10 Cum

[13] Providing and laying controlled cement concrete M.150 for 663.00 Cum 4048.890

curing complete excluding cost of formwork and reinforcement

for reinforced concrete work in (A) Foundations, footings,Base

ofcolumns and Mass concrete

[14] Providing and Casting in situ controlled Cement Concrete M- 170.00 Cum 4640.230

200 for R.C.C. Raft and cutt-off walls including necessary

shuttering laying, vibrating, ramming and curing complete.

[15] Providing and casting in situ controlled cement concrete M- 160.00 Cum 5795.530

200 for R.C.C. work in superstructure including

centering,ramming vibrating curing and finishing complete.(A)

T-Beam and Deck slab type of superstructure (I) Deck slab

[16] Providing and casting in situ ordinary cement concrete 194.00 Cum 4245.340

concrete M-200 for approach slab including formwork curing

and finishing complete.

[17] Providing and laying - Fitter Media 600mm thick directed at 2235.00 Sqm 1268.860

theback of abutments, returns and wing walls as per detailed

specifications.

[18] Providing uncoursed rubble stone masonry in Cement Mortar 59.00 Cum 2300.300

1:5 for flooring including curring pointing in Cement Mortar

1:3 on exposed faces complete.

[19] Providing and laying rubble for Flexible appron (each stone 1689.00 Cum 1092.513

weighting not less than 40Kg.) including and packing and filing

in the interestices with quarry-spalls.

[20] Providing and casting in situ controlled cement concrete M- 467.00 Cum 5320.240

200 for average 75 mm thick wearing coat laid as directed

including tamping, vibrating, finishing, curing and filling in

joints with bitumen complete

[21] Providing and placing in position FE 500D bar reinforcement 101.50 MT 73858.690

for following items including cutting bending hooking and

tying complete as per detailed drawing.For well :- curb,

staining, capand RCC Raft.

[22] Providing and laying in position FE 500D TMT bar 240.50 MT 73858.690

reinforcement including cutting, bending, hooking and tying

complete as perdetailed drawings for the following.(A) Piers

(B) Abutments (C)R.C.C. Returns

[23] Providing and placing in position FE 500D TMT. Bar 24.10 MT 73243.010

reinforcement including, cutting, bending hooking and tying

complete as per detailed drawings.(I) Solid Slab.(II) Deck Slab.

[24] Providing and fixing in position FE 500D TMT bar 63.00 MT 73243.010

reinforement including cutting, bending and tying complete as

per detailed drawings. (A) R.C.C. Kerb. (B) R.C.C. Footpath.(C)

R.C.C. Approch slab.(D) Wearing Coat.

[25] Providing and fixing premoulded compressible filler board in 110.00 Sqm 803.220

black colour confirming to MoRT&H Specifications (Clause

1015),having minimum density 95kg/cum. non-staining with

less than1% water absorption & compression recovery of 93%

minimum asper specification for 20 mm wide expansion joint

including cutting to required size and shape at all levels

etc.complete as directed.

Description of Item

Item Rate In

(with brief specification and reference to book of Quantity Unit Amount

No. Figure

specifications)

[26] Providing and applying the elastomeric joint sealant two 401.00 Rmt 258.070

component, high performance polysulfide formulation

conforming to BS:4254 and ASTM C 920 having weathering

resistance to ultra-violet rays and shall exhibit shore A

hardness of 25 and have movement accommodation factor

25% including using of compatible primer of approved

standard etc. complete.For 20 mm thick joint

[27] Providing and fixing 25 mm diameter backup rod having 401.00 Rmt 15.266

minimum density 22 kg per cum (ASTMD - 3575) &

compression strength o f0.40 kg per sqm (ASTM - 5249) and

finishing with polysulphide sealant etc. complete.

For 20 mm wide expansion joint

[28] Provding P.V.C. 100 mm diameter water spouts including 64.00 Each 166.941

necessary iron gratings as per drawings.

[29] Earthwork for embankment including breaking clods,dressing 6888.00 Cum 182.140

with all lead and lift and including watering rolling and

consolidation of subgrade in layers at O.M.C. to required dry

density including filling the depression which occur during the

process using power roller 8T to 10T .(E) From Borrow area

within 3.0KM. lead

[30] Providing and laying Pitching on slopes laid over prepared 695.00 Cum 957.480

filter media including boulder apron laid dry in front of toe of

embankment complete as per drawing and Technical

specifications A ) Stone/Boulder

[31] Providing and laying Filter material underneath pitching in 940.00 Cum 577.720

slopes complete as per drawing and Technical specification

[32] Hazard Marker Sign :-Providing and fixing sign boards made 14.00 No. 3666.300

out of 1.5mm aluminium sheet / 3mm 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 Micro Prismatic

Grade retro refiectivesheeting of Type-11 as per ASTM D

and latest M.O.S.T. Specifications; 1.8mtr long stand post of

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 foreach 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 10 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-C Type-11 Retro Reflective sheeting

Description of Item

Item Rate In

(with brief specification and reference to book of Quantity Unit Amount

No. Figure

specifications)

[33] Providing Yellow and Black Patta ( three coat) including 194.00 Sqm 67.370

distempeing (Three coats) with oil bound distemper of

approved brand and manufacture and of required shade on

wall surfaces to give an even shade, over and including a

priming coat with distemper primer of approved brand and

manufacture after thoroughly brushing the surface free from

mortar dropping and other foreign matter and also including

preparing the surface even and sand papered smooth as per

instruction of Engineer Incharge.

[34] Excavation for foundation upto 1.5 m depth including sorting 1643.00 Cum 212.520

out and stacking of useful materials and disposing off the

excavated stuff upto 50 Meter lead.(C) Hard Murrum

[35] Providing and casting in situ controlled cement concrete M- 681.00 Cum 5352.760

250 for R.C.C. return as per drawings including centering

shuttering ,scaffolding where necessary, laying vibrating,

curing and finishing complete.(A) Height from 0.0 to 5.0 M.

[36] Tubular Steel Railing on Medium Weight steel channel ( ISMC 400.00 Meter 2199.780

series) 100 mm x 50 mm (Providing, fixing and erecting 50 mm

dia steel pipe railing in 3 rows duly painted on medium weight

steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high

above ground, 2 m centre to centre, complete as per approved

[37] "THRIE" : Metal Beam Crash Barrier with base plate Providing 600.00 Rmt 3760.010

and erecting a "Thrie" W - metal beam crash barrier

comprising of 3 mm thick corrugated sheet metal beam rail,

cm above road/ground level, fixed on ISMC series channel

vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre. The

vertical post fixing at site shall be on Base Plate of Size 240 x

320 x 16 mm thick with 6 Nos 20 mm dia 4.6 grade anchor bolt

upto minimun depth of 200 mm & ISMC Vertical Post shall be

fixed with base plate with 12 mm thick stifnner plate of 100 x

80 mm & This base shall be casted in M25 grade Cement

concrete of size 35 x 35 x 12 cms. for each post including

necessary fabrication work etc. complete. All steel parts and

fitments to be galvanised by hot dip process, all fittings to

confirm to IS:1367 and IS:1364, metal beam rail to be fixed on

the vertical Post with a spacer of channel section 150 x 75 x

mm, 550 mm long complete as per Morth Specification clause

810 including butt welding to all nuts & bolts etc. complete as

per instruction of Engineer In Charge. Also radium red colour

strip of size 100 x 300 mm shall be fixed on vertical front side

of each post for better night visibility. The end barrier

treatmment shall be done as per IS Standard 119 :

Description of Item

Item Rate In

(with brief specification and reference to book of Quantity Unit Amount

No. Figure

specifications)

[38] Type - B, "THRIE" : Metal Beam Crash Barrier Providing and 500.00 Rmt 4000.800

erecting a "Thrie" W - metal beam crash barrier comprising of

3 mm thick corrugated sheet metal beam rail, 85 cm above

road/ground level, fixed on ISMC series channel vertical post,

150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with

1.15 m below ground level. The vertical post fixing at site shall

be in M25 grade Cement concrete of size 35 x 35 x 120 cms. for

each post including excavation curing etc. complete. All steel

parts and fitments to be galvanised by hot dip process, all

fittings to confirm to IS:1367 and IS:1364, metal beam rail to

be fixed on the vertical Post with a spacer of channel section

150 x 75 x 5 mm, 550 mm long complete as per Morth

Specification clause 810 including butt welding to all nuts &

bolts etc. complete as per instruction of Engineer In Charge.

Also radium red colour strip of size 100 x 300 mm shall be

fixed on vertical front side of post for better night visibility.

The end barrier treatmment shall be done as per IS Standard

[39] Gabian Structure for Retaining Earth (Providing and 500.00 Cum 1512.980

construction of a gabain structure for retaining earth with

segments of wire crates of size 7 m x 3 m x 0.6 m each divided

into 1.5 m compartments by cross netting, made from 4 mm

galvanised steel wire @ 32 kg per 10 sqm having minimum

tensile strength of 300 Mpa conforming to IS:280 and

galvanizing coating conforming to IS:4826, woven into mesh

with double twist, mesh size not exceeding 100 x 100 mm,

filled with boulders with least dimension of 200 mm, all loose

ends to be tied with 4 mm galvanised steel wire)

[40] Gabian Structure for Erosion Control, River Training Works 345.00 Cum 2482.580

and Protection works (Providing and constructing gabain

structures for erosion control, river training works and

protection works with wire crates of size 2 m x 1 m x 0.3 m

each divided into 1m compartments by cross netting, made

from 4 mm galvanised steel wire @ 32 kg per 10 sqm having

minimum tensile strength of 300 Mpa conforming to IS:280

and galvanizing coating conforming to IS:4826, woven into

mesh with double twist, mesh size not exceeding 100 mm x

100 mm, filled with boulders with least dimension of 200 mm,

all loose ends to be securely tied with 4 mm galvanised steel

[41] Grouting with C.M. 1:4 in Pitching as per drawing or as per 150.00 Cum 2910.760

instruction of Engineer In Charge

[42] Jacketing : - Providing and casting in situ design mix concrete 1750.00 Sqm 3178.970

M.25 mix for 23 cm thick jacketing consisting 16 mm dia

200mm c/c both ways , 16 dia pin @ 400mm c/c vertically &

800mm c/c horizontally with base supported with 300 x

mm beam reinforced with main 6 No. 16 mm dia. bar and

stirrups 8 mm dia. 150 mm c/c etc. complete including drilling

holes in the pier, providing steel bars for connecting existing

pier to jacketing and filling the holes with rich mortar

including shuttering, scaffolding wherever necessary,laying,

vibrating curing and finishing etc.complete

[43] Eproxy bonding of new concrete to old concrete 2575.00 Sqm 520.150

[44] Guniting concrete surface with cement mortar applied with 625.00 Sqm 897.890

compressor after cleaning surface and spraying with epoxy

complete as per Technical specification

Description of Item

Item Rate In

(with brief specification and reference to book of Quantity Unit Amount

No. Figure

specifications)

[45] Providing and inserting nipples with approved fixing 700.00 Each 481.770

compound after drilling holes for grouting as per Technical

specifications including subsequent cutting/removal and

sealing of the hole as necessary of nipples after completion of

grouting with Cement/Epoxy

[46] Sealing of crack / porous concrete with Epoxy Grout by 280.00 Kg 761.540

injection through nipples complete as per clause 2803.1.

[47] Chipping & removing the debonded/ delaminated/ loose/ 800.00 Per 25 1108.620

disintegrated concrete at the places and in the manner and Kg Bag

upto the depth and in regular shape as advised by the Engineer

in charge without damaging the reinforcement/ RCC with the

help of chisel and light hammering or equivalent equipments.

Cleaning the surface with wire brushes making the surface free

from dust, oil and all impurities etc. as directed by Engineer

(Actual consumed bag shall be measured for payment.)

Patch repair to damaged concrete up to average 50 mm depth

(by using ready to use patch repair mortar of best stanadard

approved brand as per data sheet) and as per the work

methodology and specifications & cost of all material, labour,

machinery, equipment, taking necessary safety measures for

all floors as directed and approved by EIC.

[48] Repair of RCC Railing (Carrying out repair of RCC M30 railing 150.00 Rmt 97.970

to bring it to the original shape.)

[49] Repair of steel Railing (Repair of steel railing to bring it to the 150.00 Rmt 294.920

original shape)

[50] Providing and laying Rubble stone in cement mortar 1:3 500.00 Cum 3619.840

complete as per drawing and Technical specifications etc.

Complete as per instruction of Engineer In Charge

[51] Construction of precast RCC railing of M30 Grade, aggregate 350.00 Meter 1402.890

size not exceeding 12 mm, true to line and grade, tolurence of

vertical RCC post not to exceed 1 in 500, centre to centre

spacing between vertical post not to exceed 2000 mm, leaving

adequate space between vertical post for expansion, complete

as per approved drawings and technical specifications.

[52] Providing G.I. 100 mm diameter water spouts including 300.00 Each 536.020

necessaryiron gratings as per drawings.

[53] Removal of existing cement concrete wearing coat including its 5355.00 Sqm 83.830

disposal complete as per Technical specification without

causing any detrimental effect to any part of the bridge

structure and removal of dismantled material with all lifts and

[54] Applying epoxy mortar over leached, honey combed and 1000.00 Sqm 426.220

spalled concrete surface and exposed steel reinforcement

complete as per Technical specification

[55] Replacement of Expansion Joints complete as per drawings 750.00 Meter 2171.500

[56] Clearing and grubbing road land including uprooting rank 1.00 Hectar 28455.090

vegetation grass bushes, shrubs ,sapling and trees girth up to e

300 mm removal of stumps of trees cut earlier and disposal of

unserviceable materials (C) By mechanical means in area of

light jungle

Description of Item

Item Rate In

(with brief specification and reference to book of Quantity Unit Amount

No. Figure

specifications)

[57] Box cutting the road to proper slope and camber for making a 2299.00 Cum 112.010

base for road work including removing the excavated stuff and

(Refilling same) depositing on road in layer wise, side slope as

directed up to all lead etc. complete.including disposed the

surplus soil as and where directed with all lead and lift without

any extra cost etc. comp.

[58] Construction of granular Sub base (Grading -IV) by providing 1407.00 Cum 1925.620

close graded material BTMC using metal 26.5 mm to 9 mm @

64 %, 9.5 mm to 4.75 mm @ 11 %, & 4.75 mm & below @

25% incl. spreading in uniform layers with motor grader on

prepared surface mixing by mix in place method with Front

End Loader at OMC and compacting with vibratory roller to

achieve the desired density complete as as

[59] Construction of granular Sub base (Grading -I) by providing 1263.00 Cum 1634.410

close graded material BTMC using metal 53 mm to 26.5 mm@

27.5%, aggregate 26.5 mm to 9.5 mm @ 22.5% & 9.5 mm to

4.75 mm @ 10% and stone dust 4.75 mm & below @ 40% incl.

spreading in uniform layers with motor grader on prepared

surface mixing by mix in place method with Front End Loader

at OMC and compacting with vibratory roller to achieve the

desired density complete as as per MORTH specification.

[60] Supplying and fixing reinforced concrete heavy duty non- 400.00 Rmt 1968.370

pressurepipes with collars for culverts carrying heavy traffic

as per IS 458-1991 specifications including setting the pipes in

C.M. 1:2watering and laying (to level or slopes) of class NP3 of

followinginternal daimeters.(iii) 600mm dia.

[61] Providing and Spraying Prime Coat with Bitumen emulsion S S- 4875.00 Sqm 62.710

1 @ 7.50 Kg / 10 SqM including Cost of asphalt

[62] Providing and laying 20mm thick Mix Seal Surface with tack 224.00 M.T. 3762.800

coat @ 2.0 kg/10 sqm using B.T. chips as per M.O.R.T. & H.

gradation type A and specification with VG-30 for mixing @

51.00 Kg / M.T. i.e. 5.1 % of total weight of mix using including

heating and mixing the aggregate and asphalt in continuous of

drum mix plant and hot laid process spreading the same by

paver finisher and consolidation with roller as per M.O.R.T. &

H. specification to achieve desire density, including providing

all materials equipments, tools and plants, fire wood, oil,

kerosene, labour charges etc. complete using contractor's own

machinery, drum mix plant and paver finisher etc. complete.

Description of Item

Item Rate In

(with brief specification and reference to book of Quantity Unit Amount

No. Figure

specifications)

[63] Regulatory / Mandatory Sign :-Providing and fixing sign 120.00 No. 3540.120

boards made out of 2mm aluminium sheet / 4mm ACP

(Aluminum composite Panel); size 60 cms. Dia Circle 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

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.

[64] Cautionary Warning Sign :-Providing and fixing sign boards 60.00 No. 3906.180

made out of 2mm 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 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

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

Description of Item

Item Rate In

(with brief specification and reference to book of Quantity Unit Amount

No. Figure

specifications)

[65] Hazard Marker Sign :-Providing and fixing sign boards made 30.00 No. 3518.680

out of 1.5mm aluminium sheet / 3mm 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 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

[66] Diversion Ahead Sign :-Providing and fixing sign boards made 30.00 No. 9867.070

outof 2mm aluminium sheet / 4mm ACP (Aluminum

compositePanel); size 180x60 cms. rectangular as per design

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

etching; coated withone coat of epoxy primer and two coats of

best quality epoxypaint ; reflectorised with High Intensity

Prismatic Grade retrorefiectivesheeting of Type-4 as per ASTM

D-4956 and latest M.O.S.T.Specifications ; 3.1 mtr long stand

post (2 Nos.) of IronAngle 50 x 50 x 5mm / 50NB Circular MS

Pipe as required andframe fabricated from suitable size iron

angle of 35 x 35 x 3mm;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 in1:2:4 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

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

Description of Item

Item Rate In

(with brief specification and reference to book of Quantity Unit Amount

No. Figure

specifications)

[67] Chevron sign:-Providing and fixing sign boards made out of 120.00 No. 3711.750

1.5mm 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

[68] Around the Island / Road Direction Sign (Big) :-Providing 30.00 No. 9585.240

andfixing sign boards made out of 2mm aluminium sheet /

4mm ACP(Aluminum composite Panel); size 180x60 cms. as

per design ofIRC-67-2012. Pre treated with phospheting

process & acidetching; coated with one coat of epoxy primer

and two coats ofbest quality epoxy paint ; reflectorised with

High IntensityPrismatic Grade retro refiectivesheeting of Type-

4 as per ASTM D-4956 and latest M.O.S.T.Specifications;

mtr long stand post ofIron Angle 75 x 75 x 6mm / 65NB

Circular MS Pipe as required andframe 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 theinstruction

of engineer in charge. The fixing at site shall be in1:2:4 CC

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

curing etc.complete under the supervision ofengineer in

charge. A warranty for 7 years for the Retro reflectivesheeting

from original manufacturer & a certified copy of 3 yearoutdoor

exposure test report from third party test lab for theproduct

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

Retro Reflective sheeting

Description of Item

Item Rate In

(with brief specification and reference to book of Quantity Unit Amount

No. Figure

specifications)

[69] Men at work (Heavy) sign :-Providing and fixing sign boards 30.00 No. 9148.150

madeout of 2mm aluminium sheet / 4mm ACP (Aluminum

compositePanel); size 120cm x 90cm as per design of IRC-67-

2012. Pretreated with phospheting process & acid etching;

coated with onecoat of epoxy primer and two coats of best

quality epoxy paint ;reflectorised with High Intensity Prismatic

Grade retrorefiectivesheeting of Type-4 as per ASTM D-4956

and latestM.O.S.T.Specifications; 3.6 mtr long stand post (2

Nos.) of IronAngle 75 x 75 x 6mm / 65NB Circular MS Pipe as

required andframe fabricated from suitable size iron angle of

50x50x5mm;painted with bestquality epoxy coatings in black

and white bends. the details of symbol or inscription /

numerals for each boardshall be as per the instruction of

engineer in charge. The fixing atsite shall be in 1:2:4 CC blockof

size 45 x 45 x 60 Cms. for each legincluding excavation, curing

etc.complete under the supervisionof engineer in charge. A

warranty for 7 years for the Retroreflective sheeting from

original manufacturer & a certified copyof 3 year outdoor

exposure test report from third party test labfor the product

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

Retro Reflective sheeting

[70] Cat Eye/ Road Stud/RPM: Supplying Raised Pavement Markers 300.00 No. 326.230

made of polycarbonate and ABS moulded body and reflective

panels with Micro prismatic lens (No Glass bead 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 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 body of the

marker should having finger grip for easy and accurate

placement and application with epoxy/bituminous Adhesive as

recommended by the manufacturer of the marker. The color of

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

by Engineer-in-charge.

[71] Road marking with hot applied thermoplastic palnts with 345.00 Sqmt 367.720

reflectorising 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 130 mcd/m2/lux and Asphalt road shall be min

mcd/m2/lux during the servíce life during the day time. The

marking should meet the performance crlterla for night time

reflectivity, wet reflectivity and skld resistance as mentioned

in the section-15 of IRC 35-2015.warty for retro retlecinty

shall be two years.Warranty for retro reflectivity shall be for

[72] Demolation and disposal of unserviceable materials with all 1592.58 Cum 952.510

lead & lift. (ii) Un reinforced cement concrete

Description of Item

Item Rate In

(with brief specification and reference to book of Quantity Unit Amount

No. Figure

specifications)

[73] Excavation in large boulders and soft rock by welding 1452.00 Cum 733.620

including shoring, strutting and dewatering as necessary and

disposing of the excavated stuff as directed.

[74] Providing and filling in foundation with ordinary Cement 204.00 Cum 3362.250

concrete M-100 mix and providing necessary vertical pin

headers including formwork, vibrating, ramming and curing

[75] Providing and fixing mild steel dowel bars of minimum 32mm 54.00 Rmt 450.070

dia. for anchoring by drilling holes in foundation strata

including necessary bending, hooking of dowel bars and

grouting the holes complete as per detailed drawing and as

[76] Providing & casting in situ ordinary cement concrete M-200 3192.00 Cum 4742.520

mix and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating, curing and finishing complete

without V-Groves.(A) Height from 0.0 M. to 5.0 M.

[77] Providing and casting in situ controlled cement concrete M- 75.00 Cum 5284.130

250 for 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 complete.

[78] Providing and casting in situ controlled cement concrete 541.80 Cum 5634.220

M-300 for R.C.C. solid slab including centering, scaffolding,

curing and finishing complete.

[79] Providing and laying controlled cement concrete M.300 for 30.78 Cum 4993.460

RCC Crash barrier incl. curing complete

[80] Providing and filling in foundation with ordinary Cement 255.96 Cum 3732.290

concrete M-150 mix and providing necessary vertical pin

headers including formwork, vibrating, ramming and curing

[81] Providing and casting in situ controlled cement concrete M- 82.80 Cum 5584.560

300 for average 75 mm thick wearing coat laid as directed

including tamping, vibrating, finishing, curing and filling in

joints with bitumen complete

[82] Providing and casting in situ controlled cement concrete 90.00 Cum 5442.720

concrete M-300 for approach slab including formwork

curing and finishing complete.

[83] Providing and fixing in position Mild steel 32 mm dowel bars in 36.00 No. 341.290

pier caps or abutment caps for anchorage in fixed end as per

detailed drawings including cutting, bending and welding

[84] Providing and fixing in position Mild steel 32 mm dowel bars in 36.00 No. 399.700

pier caps or abutments caps for anchorage in free end as per

detailed drawing including cutting, bending and welding

[85] Providing 12 mm thick pre-moulded asphalt filler joints as per 105.00 Sqm 703.530

[86] Providing and fixing tar papper bearing ,shall be provided 105.00 Sqm 101.000

between abutment / pier cap and RCC slab

[87] Providing flood gauge marks on substructure as per design 24.00 Rmt 160.060

including painting complete.

Description of Item

Item Rate In

(with brief specification and reference to book of Quantity Unit Amount

No. Figure

specifications)

[88] Wall painting (two coats) with plastic emulsion paint of 210.00 Sqm 128.380

approved brand and manufacture on undecorated wall surface

to give an even shade including throughly brushing the surface

free from mortar droppings and other foreign matter and sand

papered smooth.Extra over item 57 for every subsequent coat

of wall painting with plastic emulsion pain of approved brand.

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

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

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

In words In words

1. The Contractor shall exhibit a board with detailed specification and details of work as directed by the

Engineer-In-Charge for which no extra payment shall be made.

2. The labour cess 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

there is a 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.

5. Credit of Dismantal Material amount of Rs..................... must be recovered from Contractor's R.A Bill.

6. Payment will be given only if the material testing result is satisfactory.Testing of material shall be done as

per statement attached with specification

Dated Signature Deputy Executive Engineer Executive Engineer

the Contractor. R & B (City) Sub-Division R & B Division

Bhavnagar Bhavnagar