Bridge Works

Item Rate In

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

No. Figure

specifications)

[1] Providing and installation of barricading with retro- 907.61 Rmt 1128.780

reflective paint/ film/ tapes (Upto 2.0Mt. height) as

specified in the drawing & specifications for the

construction of road work, along with necessary

diversion arrangement for existing traffic movement in

an unobstructed condition, all relevant markings, sign

boards and illumination as per relevant MORT&H

specification. MS Sheet of required thickness shall be

used as barricading sheet fixed with required MS

framing and base. Barricading shall be designed by

contractor. Contractor shall be responsible for stability

of barricading. MS sheet and framing shall be painted

with enamel paint (including primer) of approved

shade as directed by Engineer incharge. Rope light

shall be fixed on top of barricading sheet.Rate to be

inclusive of all materials, fabrication works, paint

works for information (retro reflective paint), rope

light, foundation works, transportation, loading,

unloading, installation, dismantling including the same

design for providing openable gates. No extra rental

will be given to the contractor in case of any delays

from his part for construction or due to any valid time

limit extensions. Each barricading sheet is to be

numbered with a unique number. The barricading

provided shall be retained in position at site

continuously i/c shifting of barricading from one

location to another location as many times as required

during the execution of the entire work till its

completion.

Rate include its maintenance for damages, painting, all

incidentals, labour materials, equipments and works

required to execute the job. The barricading shall not

be removed without prior approval of Engineer-in-

Charge. One time payment shall be made for providing

barricading from start of work till completion of work

i/c shifting. The barricading provided shall remain to

be the property of the contractor on completion of the

work. Blinkers are to be installed on the barricading

and rate for blinkers will be payable as per relevant

item. Barricading is to be cleaned by means of washing

with water on a weekly basis or as and when required

as per the instructions of Engineer in charge.

Description of Item

Item Rate In

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

No. Figure

specifications)

[2] Excavation for foundation of piers and abutments, toe 4359.00 Cum 486.770

wall trial pit for investigation of existing utility line etc.

in all categories of soils, such as sand, clay, murrum,

gravel, pebble, boulder, cobble, soft rock, road crust

etc. as per specification for depth below ground level

as mention. Including to pay stacking of excavated stuff

as directed by EIC. The rate is inclusive of contractor's

own machinery and equipment, labour, taxes,

temporary works, consumables, lead & lift, shoring,

strutting, timbering and buttressing with sand / clay

bags and all such measures necessary to retain in

position the sides of foundation pit and including

backfilling the approved excavated soil, clearing and

carting/ disposal of excess excavated earth for all lead

and lift. The rate is also inclusive of dewatering by

manual or mechanical means, if required.

a) Soils of all types up to 3.0 m depth including

ordinary earth, sand dry/ wet soil, marine clay,

boulders, kankars, soft murrum, hard murrum, etc.

[3] Excavation for foundation of piers and abutments, toe 2146.00 Rmt 2707.460

wall trial pit for investigation of existing utility line etc.

in all categories of soils, such as sand, clay, murrum,

gravel, pebble, boulder, cobble, soft rock, road crust

etc. as per specification for depth below ground level

as mention. Including to pay stacking of excavated stuff

as directed by EIC. The rate is inclusive of contractor's

own machinery and equipment, labour, taxes,

temporary works, onsumables, lead & lift, shoring,

strutting, timbering and buttressing with sand / clay

bags and all such measures necessary to retain in

position the sides of foundation pit and including

backfilling the approved excavated soil, clearing and

carting/ disposal of excess excavated earth for all lead

and lift. The rate is also inclusive of dewatering by

manual or mechanical means, if required. a) Soils of all

types up to 3.0 m depth including ordinary earth, sand

dry/ wet soil, marine clay, boulders, kankars, soft

murrum, hard murrum, etc. 1.2m dia. Of Pile

[4] Chipping and dressing of the RCC piles up to cut-off 88.80 Rmt 1165.220

level B) 1.2 DIA

[5] Providing 6mm thick steel Liner for curbs and steining 90.39 MT. 47323.730

for wells including fabricating and setting out as per

detailed drawing as directed. Rate shall include placing

in position MS liner made of MS plate for initial length

of cast-insitu concrete piles including all operation

such as straightening, cutting, bending to shape,

welding, fabricating, driving, placing in position,

applying coat of primer and 2 coats of anticorrosive

paint etc. complete as per specification excluding

temporary liner if provided. Depth & thickness of liner

shall be as per drawing.

Description of Item

Item Rate In

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

No. Figure

specifications)

[6] Providing and laying in positions machine mixed Plain 137.00 Cum 3637.070

Cement Concrete M15 grade for leveling course below

foundation or below pile cap of Pier & Abutment, &

Retaining Wall etc. at other places as directed by

Engineer-in-charge with graded machine mixed stone

aggregate from 6 mm to 40 mm including tamping,

vibrating, leveling and curing complete with all

formwork, dewatering wherever required including all

materials, labours, plants, machineries & tools, all leads

and lifts, etc. complete as per specification.

[7] Providing and placing with tremie controlled cement 2428.00 Cum. 4940.280

concrete M40 grade in RCC bored piles of any diameter

using 6 mm to 20 mm machine crushed well graded

stone aggregate, natural or crushed sand of approved

quality, OPC 53 grade cement with contractor's own

concrete mix design, including necessary mixing in

fully automatic batch mix plant, transport, curing,

casting of pile of any dia above cut off level with all

leads & lifts, etc. complete as per execution drawing &

specification & as directed by engineer In charge

Including mobilization, demobilization, remobilization,

transportation of required plant and machineries if

required.1) Rate is Exclude of reinforcement, initial

pile load test, routine load test and M.S. Liners, pipe for

Integrity pile test using cross hole sonic logging, but

including temporary liners if required. 2) Rate is

inclusive of labour charges for insert of pipe for

Integrity pile test using cross hole sonic logging

method. 3) Excluding reinforcement, initial pile load

test, routine load test and M.S. Liners but including

temporary liners if required. 4) Rate is inclusive of

10% additional cement to be added over & above the

quantity of cement required for design mix M-35

concrete for pile concreting in water. Payment for

concrete shall be done from Cut off level up to

founding level and it should be only based on

theoretical dimension of Pile.

[8] Providing and casting in-situ Reinforced Controlled 1202.69 Cum 5060.880

Cement Concrete M35 grade controlled cement

concrete in Pile cap of Piers & Abutment using 6 mm to

20 mm machine crushed well graded stone aggregate,

sand of approved quality, OPC 53 grade cement with

contractor's own concrete mix design etc. complete as

per specification. The rate is inclusive of all materials,

including necessary dewatering, mixing in fully

automatic batch mix plant, transport, curing, vibrating,

placing in position, shuttering, formworks,

deshuttering carefully, making good the damages,

fixing embedment, inserts, pockets, wherever

necessary, with all lead and lift with contractor's

labour, tools & plants, machineries, as required.

Description of Item

Item Rate In

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

No. Figure

specifications)

[9] Providing and fixing in position (Thermo mechanically 919.00 MT. 76752.530

Treated bars) TMT Fe550D CRS conforming to IS

reinforcing bars for foundation, substructure,

superstructure etc. as per detailed designs and

drawings and schedule including cutting, bending,

hooking the bars, binding with 18 SWG GI wires with

cost of all labour, materials, tools, plants, equipments,

supporting as required with all lifts and leads etc. all

complete as per specification and as directed by

Engineer The rate includes for supply, loading,

unloading, transporting to site, cutting, bending, lap

length, hooking, placing, tying in position with

contractor's own binding wire, welding, forming the

cage and lowering it in position in pile bore etc.

Welding and supporting in position to ensure lines and

levels during concreting, maintaining proper cover/

spacing, all leads & lifts, etc. including contractor's own

equipment, labour, supervisor, taxes, machineries, etc.

complete as per drawings and specification.

[10] Providing and casting in situ controlled cement 396.17 Cum 5358.350

concrete M-35 for R.C.C.Pier, Abutment as per

drawings, Stem of Retaining wall etc. using 6 mm to

mm machine crushed well graded stone aggregate,

sand of approved quality, OPC 53 grade cement with

contractor's own concrete mix design etc. complete as

per specification. The rate is inclusive of all materials,

including necessary mixing in fully automatic batch

mix plant, transport, curing, vibrating, placing in

position, scaffolding, staging, normal shuttering,

formworks, deshuttering carefully, making good the

damages, fixing embedment, inserts, pockets, wherever

necessary, with all lead and lift with contractor's

labour, tools & plants, machineries, as required, with

including cost of fair finish form work. Rates in items

shall include cost of providing grooves (non

architectural), cut-out etc in formwork. The work will

include placing in position of necessary fixtures,

sleeves for various purposes, etc. complete as per

drawings, specifications and as directed by the

Engineer in charge. Special type shuttering with

texture and exposed pattern shuttering shall be paid

relevant tender item. Concrete design mix is to be

submitted for approval to consultant and then design

circle.10 (A) Height upto 5.0m

Description of Item

Item Rate In

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

No. Figure

specifications)

[11] Providing and casting in situ controlled cement 32.00 Cum 5671.820

concrete M-35 for R.C.C.Pier, Abutment as per

drawings, Stem of Retaining wall etc. using 6 mm to

mm machine crushed well graded stone aggregate,

sand of approved quality, OPC 53 grade cement with

contractor's own concrete mix design etc. complete as

per specification. The rate is inclusive of all materials,

including necessary mixing in fully automatic batch

mix plant, transport, curing, vibrating, placing in

position, scaffolding, staging, normal shuttering,

formworks, deshuttering carefully, making good the

damages, fixing embedment, inserts, pockets, wherever

necessary, with all lead and lift with contractor's

labour, tools & plants, machineries, as required, with

including cost of fair finish form work. Rates in items

shall include cost of providing grooves (non

architectural), cut-out etc in formwork. The work will

include placing in position of necessary fixtures,

sleeves for various purposes, etc. complete as per

drawings, specifications and as directed by the

Engineer in charge. Special type shuttering with

texture and exposed pattern shuttering shall be paid

relevant tender item. Concrete design mix is to be

submitted for approval to consultant and then design

circle.10 (B) Height 5m to 10m

[12] Providing and casting in situ controlled cement 188.27 Cum 5437.400

concrete M-35 for R.C.C. work in pier cap, abutment

cap and dirt wall as per detailed drawings, centering,

shuttering, scaffolding, wherever necessary, laying

vibating, curing and finishing complete.using 6 mm to

20 mm machine crushed well graded stone aggregate,

sand of approved quality, OPC 53 grade cement with

contractor's own concrete mix design etc. complete as

per specification. The rate is inclusive of all materials,

including necessary mixing in fully automatic batch

mix plant, transport, curing, vibrating, placing in

position, scaffolding, staging, normal shuttering,

formworks, deshuttering carefully, making good the

damages, fixing embedment, inserts, pockets, wherever

necessary, with all lead and lift with contractor's

labour, tools & plants, machineries, as required, with

including cost of fair finish form work. Rates in items

shall include cost of providing grooves (non

architectural), cut-out etc in formwork. The work will

include placing in position of necessary fixtures,

sleeves for various purposes, etc. complete as per

drawings, specifications and as directed by the

Engineer in charge. Extra for exposed pattern

shuttering shall be paid relevant tender item. Concrete

design mix is to be submitted for approval to

consultant and then design circle.

Description of Item

Item Rate In

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

No. Figure

specifications)

[13] Providing and casting in-situ Reinforced Controlled 59.00 Cum 5246.750

Cement Concrete M30 grade controlled cement

concrete in Approach Slab/inauguration plate wall &

Foundation for using 6 mm to 20 mm machine crushed

well graded stone aggregate, sand of approved quality,

OPC 53 grade cement with contractor's own concrete

mix design etc complete as per specification. The rate

is inclusive of all materials, necessary mixing in fully

automatic batch mix plant, transport, curing, vibrating,

placing in position, scaffolding, staging, normal

shuttering, formworks, deshuttering carefully,

providing grooves (non architectural), cut-out etc in

formwork, making good the damages, fixing

embedment, inserts, pockets, wherever necessary, with

all lead and lift with contractor's labour, tools & plants,

machineries, as required, with including cost of fair

finish form work. The work will include placing in

position of necessary fixtures, sleeves for various

purposes, etc. complete as per drawings, specifications

and as directed by the Engineer in charge. Extra for

exposed pattern shuttering shall be paid relevant

tender item. Concrete design mix is to be submitted for

approval to consultant and then design circle.

[14] Providing and casting in-situ Reinforced Controlled 256.00 Cum 5006.470

Cement Concrete M40 grade controlled cement

concrete in Crash barrier for using 6 mm to 20 mm

machine crushed well graded stone aggregate, sand of

approved quality, OPC 53 grade cement with

contractor's own concrete mix design etc complete as

per specification. The rate is inclusive of all materials,

necessary mixing in fully automatic batch mix plant,

transport, curing, vibrating, placing in position,

scaffolding, staging, normal shuttering, formworks,

deshuttering carefully, providing grooves (non

architectural), cut-out etc in formwork, making good

the damages, fixing embedment, inserts, pockets,

wherever necessary, with all lead and lift with

contractor's labour, tools & plants, machineries, as

required, with including cost of fair finish form work.

The work will include placing in position of necessary

fixtures, sleeves for various purposes, etc. complete as

per drawings, specifications and as directed by the

Engineer in charge. Extra for exposed pattern

shuttering shall be paid relevant tender item. Concrete

design mix is to be submitted for approval to

consultant and then design circle.

[15] Providing and casting in situ controlled cement 29.03 Cum 5006.470

concrete M-40 for R.C.C. work in Pedestal & Seismic

Arrester as per detailed drawings, centering,

shuttering, scaffolding, wherever necessary, laying

vibating, curing and finishing complete.

Description of Item

Item Rate In

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

No. Figure

specifications)

[16] Providing and fixing in position fully moulded 921600.00 Cum 0.900

restrained elastometric Bearings as per detailed

[17] Providing and casting in situ or precast controlled 1287.05 Cum 7568.630

Cement Concrete M-45 for prestressed concrete work

in Super structure including centering, shuttering,

curing, scaffolding, ramming, vibrating, finishing,

lauching or shifting complete. (I) Solid Slab. (II) Deck

Slab. (III) Main Girders. (IV) Diaphragm or cross girder.

[18] Providing and fixing in position to exact profile high 49.92 MT. 72402.660

tensile steel wires of required ultimate strength

including bending, cutting, tying providing necessary

standard and anchorages, sheathing, stressing,

grouting, ducts as per detailed drawing including

necessary plant and machinery complete including all

lifts and leads as per specification and approved design

and drawings and as directed by Engineer. 12.7/

mm nominal dia. high tensile prestressing steel wires

shall conform to low Relaxation prestressing steel

strands as per IS:14268 strands - CI. II of specified

ultimate strength. Rate shall include testing of

materials and all enabling work for post tensioning of

steel etc. complete including all lifts and leads as per

specification and approved design and drawings and as

directed by Engineer.

[19] Providing and laying bituminous concrete 40 mm thick 975.58 MT 4044.750

with 100-120 TPH batch type HMP /Batch mix Plant

60 to 90 TPH capacity producing an average output of

75 tonnes per hour using crushed aggregates of

specified grading, premixed with bituminous binder @

5.5% of mix and filler, transporting the hot mix to work

site, laying with a hydrostatic paver finisher with

sensor control to the required grade, level and

alignment, rolling with smooth wheeled, vibratory and

tandem rollers to achieve the desired compaction

using Bitumen VG-40 as per MORTH specification

clause No. 509 complete in all respects) - For Grading-

II (13 mm nominal size)

[20] Mastic Asphalt (Providing and laying 25 mm thick 1461.00 Sqm 803.340

mastic asphalt wearing course with paving grade

bitumen meeting the requirements given in table 500-

39, prepared by using mastic cooker and laid to

required level and slope after cleaning the surface,

including providing antiskid surface with bitumen

precoated fine-grained hard stone chipping of 13.2 mm

nominal size at the rate of 0.005cum per 10 sqm and at

an approximate spacing of 10 cm center to center in

both directions, pressed into surface when the

temperature of surfaces not less than 1000C,

protruding 1 mm to 4 mm over mastic surface, all

complete as per clause 516.)

Description of Item

Item Rate In

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

No. Figure

specifications)

[21] Provding and fixing P.V.C. 100 mm diameter water 76.00 Nos 159.370

spouts including necessary iron gratings as per

[22] Design, fabrication, testing, supply and installation of 42.00 Rmt 1263.510

strip seal expansion joint system with sinus plate -

stud type anchorage capable of accommodating

movement up to 40 mm

[23] Providing and laying - Filter Media 600 mm thick 1358.00 Sqm 1180.340

directed at the back of abutments, returns and wing

walls as per detailed specifications.

[24] Providing & laying weep hole in Aburtments, and 1392.00 No. 45.810

returns by using A.C. pipe of 100mm including laying

in proper grade and jointing the completed as per

detailed specification.

[25] Providing and laying Pitching on slopes laid over 159.00 Cum 1051.410

prepared filter media including boulder apron laid dry

in front of toe of embankment complete as per drawing

and Technical specifications.

[26] Providing and laying Filter material underneath 80.00 Cum 877.690

pitching in slopes complete as per drawing and

Technical specification.

[27] Providing and laying plain cement concrete grade M- 18.00 Cum 3637.070

15 PCC Toe wall for toe protection i.e. to prevent the

slope pitching from sliding down, complete as per

drawing and satisfy requirements of section 2504.4 of

MORTH specification.

[28] Carrying out initial pile load test for 2.5 times the 1750.00 MT. 187.380

proposed safe working load on the pile in driven

position for pile including construction of test cap, use

of accessories and instruments including providing

graphs as per IS code or standard specifications and

dismantling the cap etc. and cleaning the site complete

as per clause 1100 of MORTH's specification.

[29] Carrying out High strain Dynamic Test on any working 1.00 No 34264.250

The test shall be carried out by agency approved by

engineer in charge as per IRC-Notification 54 and

submitting results /reports in three hard copies with

soft copy in CD. Item includes all necessary

arrangements required for the test. (With guided

frame arrangement)

Description of Item

Item Rate In

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

No. Figure

specifications)

[30] Providing and casting in situ controlled Cement 2.00 No 137057.000

Concrete M-45 for RCC work in Super structure

including centering, normal shuttering, sacrificial

shuttering if required, curing, scaffolding, ramming,

vibrating, finishing including groove of average 50mm

wide and minimum 25mm deep for architectural

groove/ pattern in concrete work (deck slab and crash

barrier etc) as per drawing. Tapered shape PVC solid

strip shall be provided on form work plate at the time

of fabricating the form work as per drawing and

finished good including rendering complete as directed

by Engineer in charge. (I) Deck Slab.

[31] Carrying out load testing of superstructure of the 400.00 MT. 169.920

bridge including providing necessary load with all lead

and lift, plant and equipments and testing instruments,

labour etc. complete as per IRC:SP:51 guideline, special

conditions of contract and as directed.

[32] Performing Integrity Test (low strain) on all vertical 72.00 Nos 187.380

pile. The item shall include chipping of weak concrete

at the top of pile, leveling, bending of reinforcing bars,

preparation of pile head including testing with pile

driving analyser or approved equivalent. To be carried

out at least 15 days after concreting of piles. A

specialist approved Agency shall be employed by the

Contractor for the test. The test shall be carried out as

per relevant ASTM code. The item is including

complete testing with approved apparatus, analysis of

results and conclusions including submission of test

reports in three hard copies with soft copy in CD

[33] Providing and applying Coal Tar Epoxy protective 1786.42 Sqm 280.550

paint in two coats of DFT 200 microns for foundations

/ concrete surfaces in contact with soil complete as per

specifications and as directed by the Engineer

including all leads and lifts etc. complete.

[34] Diversion of water course, providing cofferdam and 6.00 Each 101000.000

bund or island as may be necessary for foundation and

maintaining the same for the period as may be

necessary. (V) Pier Nos.

[35] Demolition including stacking of serviceable materilas 334.79 Cum 886.050

and disposal of unserviceable materials with all lead

and lift. (i) R.C.C. work

Description of Item

Item Rate In

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

No. Figure

specifications)

[36] Inauguration Plate - Providing and Fixing best Qaulity 4.80 Sqm 21383.630

18-20mm thick mirror polished telephone black

granite for inauguration plate .granite os required size

required size shall be fixed with cement mortar on

concrete wall/Pylone as per drawing and directed by

engineer in charge . Exposed edges of granite shall

contain border, letter/write -up (in English

/gujarati/Hindi Language), Graphic, logo, of any size

shape or pattern with engraving and golden paint of

approved make and shape

[37] Providing and fixing in expansion joint 100 mm thick 9.30 Sqm 2982.060

expansion joint board of best quality and approved

make including cutting to required size and shape at all

levels etc. complete as directed.

[38] Providing parapet of ordinary cement concrete M-150 93.00 Rmt 979.410

as per detailed drawings with necessary

reainforcement including, shuttering, laying vibrating

and finishing to line and level complete. (ii) Cast in situ.

[39] Clearing and grubbing road land including uprooting 1.29 Hectare 28393.040

rank vegetation grass bushes, shrubs, sapling and trees

girth up to 300 mm removal of stumps of trees cut

earlier and disposal of unserviceable materials (C) By

mechanical means in area of light jungle

[40] Dismantling of flexible pavements and disposal of 805.50 Cum 256.400

dismantled materials up to a lead of 1000 metres,

stacking serviceable and unserviceable materials

separately Dismantaling of Bituminous Layer

[41] Dismantling of flexible pavements and disposal of 2416.50 Cum 357.250

dismantled materials up to a lead of 1000 metres,

stacking serviceable and unserviceable materials

separately Dismantaling of Granular Layer

[42] Earthwork in cuting in all sorts of soil and soft murrum 2262.23 Cum 127.740

including conveying and spreading the stuff,

embankment as and where directed within 200meters

from the end of the cutting with all required lead and

[43] Earthwork for embankment including breaking clods, 187.84 Cum 303.000

dressing 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

[44] Construction of sub-grade and earthen shoulders using 5422.96 Cum 303.000

quarry spall with all lead and lift and including

watering and rolling and consolidation of sub grade in

layers at OMC to required dry density including filling

the depressions which occur during the process using

power roller 8T to 10 T

Description of Item

Item Rate In

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

No. Figure

specifications)

[45] Construction of granular Sub base with Coarse Graded 2077.20 Cum 1614.392

Material (Grade II) (Table:- 400- 2) of 200 mm by

providing coarse graded material Metal Crushed using

size 53mm to 26.5 mm@ 27.5%, 26.5 mm to 9.5 mm @

22.5%, 9.5mm to 4.75mm @12.50% and 4.75mm

below @ 37.5% spreading in uniform layers with

including and mixing the material obtained from

cutting BT road by milling machine using motor grader

on prepared surface mixing by mix in place method

with rotavator at OMC and compacting with vibratory

roller to achieve the desired density complete as per

Clause 401.2 Table 400.1 grade-V.

[46] Providing, laying, spreading and compacting graded 1090.46 Cum 1839.380

stone aggregate to wet mix macadam 250 mm thick in

two layers specification including premixing the

Material with water at OMC in mechanical mix plant

carriage of mixed Material by tipper to site, laying in

uniform layers with paver in base course on well

prepared surface and compacting with vibratory roller

to achieve the desired density complete as per Clause

406.2 of MoRTH WMM-II

[47] Providing, laying, spreading and compacting graded 1309.39 Cum 1839.380

stone aggregate to wet mix macadam 250 mm thick in

two layers specification including premixing the

Material with water at OMC in mechanical mix plant

carriage of mixed Material by tipper to site, laying in

uniform layers with paver in base course on well

prepared surface and compacting with vibratory roller

to achieve the desired density complete as per Clause

406.2 of MoRTH WMM-I

[48] Providing & laying priming coat with emulsion SS-1 8723.70 Sqm 61.790

grade and spraying emulsion with spray set fitted on

mechanical bouzer using emulsion at the rate of

Kg./10 Sqm. On WMM surface incl. cleaning the surface

etc. complete.

[49] Providing and laying 95mm D.B.M. (Grade 2), 1899.57 MT. 3641.742

providing in layer not more than 75 mm, with B.T.

Aggregate as per MORT&H specification with Bitumen

VG-40 Grade for tack coat @ 2.5 Kg./10 smt. With

Mechanical Sprayer & Bitumen VG-40 Grade) for

mixing @ 45.00 Kg./MT. ie. 4.5 % by total weight of

mix heating and mixing the aggregate & asphalt in

continuous batch mix plant and transporting to site

and spreading the same by sensor paver finisher &

consolidation with vibratory roller including providing

all materials equipments, tools & plant, fire wood, oil,

kerosene, labour charges etc. complete using

contractor's own machinery batch mix plant & sensor

paver finisher etc. complete.

[50] Providing and laying plain cement concrete in levelling 324.01 Cum 3637.070

course complete as per drawings and technical

specifications as per sections 1500, 1700 and 2100 of

MORTH. (M-15)

Description of Item

Item Rate In

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

No. Figure

specifications)

[51] Construction of un-reinforced, dowel jointed, plain 715.15 Cum 7084.290

cement concrete pavement (M25) over a prepared sub

base with 53 grade cement @ 400 kg per cum, coarse

and fine aggregate conforming to IS 383, maximum

size of coarse aggregate not exceeding 25 mm,

transported to site, spread, compacted and finished in

a continuous operation including provision of

contraction, expansion, construction and longitudinal

joints, joint filler, separation membrane, sealant

primer, joint sealant, debonding strip, dowel bar, tie

rod, admixtures as approved, curing compound,

finishing to lines and grades as per drawing.

[52] Traffic Sign - Cautionary Warning Sign (90 cm 8.00 Each 5077.270

equilateral triangle) Providing and fixing sign boards

made out of 2mm aluminium sheet / 4 mm ACP

(Alumnium 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 primatic grade retro reflective sheeting of

Type-11 as per ASTM D-4956 and as per latest M.O.S.T.

Specifications 3.6m long stand post of Iron Angle of

x 35 x 3mm; painted with bestquality epoxy coating in

black and white bends. The details of symbol of each

board shall be as per the instructon of engineer in

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

size 45 x 45 x60 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

third party test lab for product offered shall be

submitted by contractor, (B) 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)

[53] Traffic Sign - Mandatory / Regulatory Sign (60 cm 8.00 Each 4618.730

circular) Providing and fixing sign 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 Micro Prismatic Grade retro refiectivesheeting of

Type-11 as per ASTM D-4956 and latest M.O.S.T.

Specifications 3.6mtr long stand post of 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 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

[54] Traffic Signs - Hazard Marker Sign Providing and fixing 4.00 Each 3666.300

sign boards made out of 2.0 mm aluminium sheet /

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 Micro

Prismatic Grade retro refiectivesheeting of Type-11 as

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

1.8mtr long stand post of 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 foreach board shall be as per

theinstruction 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

Description of Item

Item Rate In

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

No. Figure

specifications)

[55] Chevron sign Providing and fixing sign boards made 28.00 Each 4681.350

out of 1.5mm aluminium sheet / 3mm ACP (Aluminum

composite Panel) ; size 60x50 cm 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-4956 and latest M.O.S.T.

Specifications 3.3 mtr long stand post of 75 x 75 x 6mm

/ 65NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle of 50 x 50 x

5mm; 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 10 years for the

Retro reflective sheeting from originaa 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

[56] Road marking with hot applied thermoplastic paints 264.60 Sqm 367.720

withreflectorising 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 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.

[57] Precast Stone Ordinary Kilometer stone (Precast) 2.00 Each 1290.570

[58] Precast Stone Hectometer stone (Precast) 6.00 Each 356.500

Description of Item

Item Rate In

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

No. Figure

specifications)

[59] Cat Eye (Road Studs) Supplying of Molded Twin 174.00 Each 326.230

Shanks Raised 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,

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+/-

mm) from the body is to be a minimum value of

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.

[60] Solar Blinkers Providing and fixing of Solar powered 2.00 Each 10150.500

blinkers and LED bulb in round shape having diameter

of 300 mm with 48 Hr Backup, Polycarbonate

enclosure, Red/amber yellow, 180 nos 5 mm

ultrabright leds, IP65, Solar panel of 40 watt, Battery as

12.8v, 12 ah lifepo4 inbuilt battery, Pwm solar charge,

controller inbuilt, Light mounting clamp, 12 feet pole,

ms, yellow powder coated 75 mm od, 1.6 mm thickness

with ms powder coated solar panel mounting bracket

and accessories.

[61] Concrete Kerb Providing and laying in positions 80.51 Cum 4708.760

machine mixed Plain Cement Concrete M15 grade for

leveling course below foundation or below pile cap of

Pier & Abutment, & Retaining Wall etc. at other places

as directed by Engineer-in-charge with graded

machine mixed stone aggregate from 6 mm to 40 mm

including tamping, vibrating, leveling and curing

complete with all formwork, dewatering wherever

required including all materials, labours, plants,

machineries & tools, all leads and lifts, etc. complete as

per specification. Concrete design mix is to be

submitted for approval to consultant and then design

[62] Providing and laying in positions machine mixed Plain 652.00 Cum 3637.070

Cement Concrete M15 grade for leveling course below

foundation or below pile cap of Retaining Wall at other

places as directed by Engineer-in-charge with graded

machine mixed stone aggregate including tamping,

vibrating, leveling and curing complete with all

formwork, dewatering wherever required including all

materials, labours, plants, machineries & tools, all leads

and lifts, etc. complete as per specification.

Description of Item

Item Rate In

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

No. Figure

specifications)

[63] Providing and casting in situ controlled cement 996.83 Cum 5263.140

concrete M-30 for Stem of R.C.C. Retaining wall, as per

drawings (pier shall be cast in single lift or as per

direction of Engineer in charge), Stem of Retaining wall

etc. using 6 mm to 20 mm machine crushed well

graded stone aggregate, sand of approved quality, OPC

53 grade cement with contractor's own concrete mix

design etc. complete as per specification. The rate is

inclusive of all materials, including necessary mixing in

fully automatic batch mix plant, transport, curing,

vibrating, placing in position, scaffolding, staging,

normal shuttering, formworks, deshuttering carefully,

making good the damages, fixing embedment, inserts,

pockets, wherever necessary, with all lead and lift with

contractor's labour, tools & plants, machineries, as

required, with including cost of fair finish form work.

Rates in items shall include cost of providing grooves

(non architectural) cut-out etc in formwork. The work

will include placing in position of necessary fixtures,

sleeves for various purposes, etc. complete as per

drawings, specifications and as directed by the

Engineer in charge. Special type shuttering with

texture and exposed pattern shuttering shall be paid

relevant tender item. (i) Height up to 5m

[64] Providing and fixing in position (Thermo mechanically 90.00 MT. 80287.530

Treated bars) TMT Fe550D conforming to IS

reinforcing bars for Pile, Pile Cap, Stem of Retaining

wall, as per detailed designs and drawings and

schedule including cutting, bending, hooking the bars,

binding with 18 SWG GI wires with cost of all labour,

materials, tools, plants, equipments, supporting as

required with all lifts and leads etc. all complete as per

specification and as directed by Engineer The rate

includes for supply, loading, unloading, transporting to

site, cutting, bending, lap length, hooking, placing, tying

in position with contractor's own binding wire,

welding, forming the cage and lowering it in position in

pile bore etc. Welding and supporting in position to

ensure lines and levels during concreting, maintaining

proper cover/ spacing, all leads & lifts, etc. including

contractor's own equipment, labour, supervisor, taxes,

machineries, etc. complete as per drawings and

specification.

Description of Item

Item Rate In

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

No. Figure

specifications)

[65] Back filling behind Abutment, wing wall and return 5803.50 Cum 448.540

quality incluiding all the materials, labour, equipment

charges, etc all complete as per drawing and Technical

Specification Section 300 (Percentage of fine content

maximum 15%, Backfill soil phi 30°, Density

kN/m3, Field compaction 95±2% modified proctor

[66] Providing and laying geogrid below approach slab and 3971.00 Sqm 165.000

in approach road portion as specified in GR No.

PRC/102020/1393/C and as mentioned in the

drawings..

Total Rs.

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 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.752831.93 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 Sub Division Kheda R & B Division

Kheda Nadiad