Bridge Works

Name of Work :: Construction of High Level Major Bridge on

Nadiad Dakor Pali Road Km 86/000 to 90/200 (Shedhi River

Bridge Ch.88/40 to 88/60) Dist.Kheda

BILL OF QUANTITIES

Item Description of Item Quantity Unit Rate In Amount

No. (with brief specification and reference to book of figures

specifications)

[1] Providing and installation of barricading with retro-reflective paint/ 300.000 Rmt 1128.780

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.

Item Description of Item Quantity Unit Rate In Amount

No. (with brief specification and reference to book of figures

specifications)

[2] Excavation for foundation of piers and abutments, toe wall 14822.110 Cum 486.770

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

(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] Empty boring through all sorts of strata for providing 1500.000 Rmt 2707.460

diameter R.C.C. bored piles to required depth required

depth including providing necessary casing pipe with all

plants and equipments as required complete. 1.2m dia. Of

[4] Chipping and dressing of the RCC piles up to cut-off level B) 60.000 Rmt 1165.220

[5] Providing 6mm thick steel Liner for curbs and steining for 59.959 MT 47323.730

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.

[6] Providing and laying in positions machine mixed Plain 880.190 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

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.

Item Description of Item Quantity Unit Rate In Amount

No. (with brief specification and reference to book of figures

specifications)

[7] Providing and placing with tremie controlled cement 1697.000 Cum 4850.050

concrete M35 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 Cement 704.700 Cum 5060.880

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.

Item Description of Item Quantity Unit Rate In Amount

No. (with brief specification and reference to book of figures

specifications)

[9] Providing and fixing in position (Thermo mechanically 1399.100 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

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

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 concrete M- 228.340 Cum 5358.350

35 for R.C.C.Pier,Abutment as per drawings , 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. Concrete design mix is to be

submitted for approval to consultant and then design circle.

(A) Height upto 5.0m

Item Description of Item Quantity Unit Rate In Amount

No. (with brief specification and reference to book of figures

specifications)

[11] Providing and casting in situ controlled cement concrete M- 45.000 Cum 5671.820

35 for R.C.C.Pier,Abutment as per drawings , 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. Concrete design mix is to be

submitted for approval to consultant and then design circle.

(B) Height 5m to 10m

[12] Providing and casting in situ controlled cement concrete M- 124.840 Cum 5437.400

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

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.

Item Description of Item Quantity Unit Rate In Amount

No. (with brief specification and reference to book of figures

specifications)

[13] Providing and casting in-situ Reinforced Controlled Cement 29.000 Cum 5246.750

Concrete M30 grade controlled cement concrete in

Approach Slab 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 Cement 634.000 Cum 5006.470

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

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 concrete M- 31.968 Cum 5006.470

40 for R.C.C. work in Pedestal & Seismic Arrester as per

detailed drawings, centering, shuttering, scaffolding,

wherever necessary, laying vibating, curing and finishing

[16] Providing and fixing in position fully moulded restrained 460800.000 Cum 0.900

elastometric Bearings as per detailed drawings.

Item Description of Item Quantity Unit Rate In Amount

No. (with brief specification and reference to book of figures

specifications)

[17] Providing and casting in situ or precast controlled Cement 409.558 Cum 7503.010

Concrete M-40 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 laying bituminous concrete 40 mm thick with 993.699 MT 3830.750

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 )

[19] Mastic Asphalt (Providing and laying 25 mm thick mastic 1251.910 Sqm 803.340

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.)

[20] Provding and fixing P.V.C. 100 mm diameter water spouts 60.000 Nos. 159.370

including necessary iron gratings as per drawings.

[21] Design, fabrication, testing, supply and installation of strip 42.000 Rmt 1263.510

seal expansion joint system with sinus plate - stud type

anchorage capable of accommodating movement up to

[22] Providing and laying - Filter Media 600 mm thick directed at 5457.770 Sqm 1180.340

the back of abutments, returns and wing walls as per

detailed specifications.

[23] Providing & laying weep hole in Aburtments, and returns by 5702.000 Nos. 45.810

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

and jointing the completed as per detailed specification.

[24] Painting on concrete surface (Providing and applying 2 coats 2783.170 Rmt 47.470

of water based cement paint to unplastered concrete

surface after cleaning the surface of dirt, dust, oil, grease,

efflorescence and applying paint @ of 1 litre for 2 Sq.m.)

Item Description of Item Quantity Unit Rate In Amount

No. (with brief specification and reference to book of figures

specifications)

[25] Carrying out initial pile load test for 2.5 times the proposed 1750.000 MT 187.380

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

[26] Carrying out High strain Dynamic Test on any working pile / 1.000 Nos. 34264.250

Test pile as selected by the Engineer-in-charge. 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)

[27] Carrying out routine load test for pile including all 1.000 Nos. 137057.000

accessories and instruments including providing graphs as

per ASTM D4945-00 or standard specifications and

dismantling the cap etc. and cleaning the site complete as

per clause 1100 of MORTH's specification.

[28] Carrying out load testing of superstructure of the bridge 200.000 MT 169.920

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.

[29] Performing Integrity Test (low strain) on all vertical pile. The 48.000 Nos. 187.380

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.

[30] Providing and applying Coal Tar Epoxy protective paint in 989.890 sqm 280.550

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

[31] Dismentaling the existing structure including removing and 865.580 Cum 886.050

stacking the dismentelled materials as and where directed.

(A) R.C.C. work

Item Description of Item Quantity Unit Rate In Amount

No. (with brief specification and reference to book of figures

specifications)

[32] Inauguration Plate 2.400 sqm 21383.630

Providing and Fixing best Qaulity 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

[33] Inspection platform and ladder 240.000 Qlt. 5818.650

Steel work, welded in built up sections framed work

including cutting, hoisting, fixing in position and applying a

priming coat of red lead paint. (A)In beams and joists,

channels angles Tees, flats, with connecting plates or angle

cleats as in main and cross beams. Hip and jack rafters,

purlins conneted to common rafters and the like

[34] Carting and taking credit against reinforcement from the 152.990 Qlt. -3232.350 -4,94,517.23

dismantelled bridge

[35] Providing and casting in situ controlled cement concrete M- 6638.150 Cum 5279.060

30 for Stem of R.C.C. Retaining wall, as per drawings using

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

[36] Back filling behind Abutment, wing wall and return wall with 12542.380 Cum 538.850

selected granular material of approved quality incluiding all

the materials, labour, equipment charges, etc all complete

as per drawing and Technical Specification Section

(Percentage of fine content maximum 15%, Backfill soil phi

30°, Density 20 kN/m3, Field compaction 95±2% modified

proctor density.

[37] Providing and laying geogrid below approach slab and in 1378.000 Sqm 244.420

approach road portion as specified in GR No.

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

Item Description of Item Quantity Unit Rate In Amount

No. (with brief specification and reference to book of figures

specifications)

[38] Clearing and grubbing road land including uprooting rank 2.260 Hectare 28393.040

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

[39] Dismantling of flexible pavements and disposal of 1162.500 Cum 256.400

dismantled materials up to a lead of 1000 metres, stacking

serviceable and unserviceable materials separately (i)

Dismantaling of Bituminous Layer

[40] Dismantling of flexible pavements and disposal of 3487.500 Cum 357.250

dismantled materials up to a lead of 1000 metres, stacking

serviceable and unserviceable materials separately (ii)

Dismantaling of Granular Layer

[41] Removal of Existing Crash Barrier 164.000 Rmt -1747.910 -2,86,657.24

Credit for Metal Beam Crash Barrier (considering 70%

[42] Construction of sub-grade and earthen shoulders using 5704.870 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

[43] Construction of granular Sub base with Coarse Graded 2169.960 Cum 1083.880

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

coarse graded material Metal Crushed using size 53mm 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.

[44] Providing, laying, spreading and compacting graded stone 1584.220 Cum 1314.360

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)

[45] Providing, laying, spreading and compacting graded stone 984.220 Cum 1314.360

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)

Item Description of Item Quantity Unit Rate In Amount

No. (with brief specification and reference to book of figures

specifications)

[46] Providing & laying priming coat with emulsion SS-1 grade 10273.760 Sqm 61.710

and spraying emulsion with spray set fitted on mechanical

bouzer using emulsion at the rate of 7.5 Kg./10 Sqm. On

WMM surface incl. cleaning the surface etc. complete.

[47] Providing and laying 95mm D.B.M. (Grade 2), providing in 1870.910 MT 3387.290

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.

[48] Type - A, "W" : Metal Beam Crash Barrier (Providing and 1575.000 Rmt 3240.740

erecting a "W" metal beam crash barrier comprising of 3 mm

thick corrugated sheet metal beam rail, 70 cm above

road/ground level, fixed on ISMC series channel vertical

post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m

high, 1.1 m below ground/road level, all steel parts and

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

conform 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, 330 mm long complete as per clause 811)

[49] Providing and fixing sign boards made out of 2mm 12.000 Nos. 5077.270

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 35 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.

Item Description of Item Quantity Unit Rate In Amount

No. (with brief specification and reference to book of figures

specifications)

[50] Providing and fixing sign boards made out of 2mm 12.000 Nos. 4618.730

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

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 sheeting

[51] Providing and fixing sign boards made out of 2.0 mm 18.000 Nos. 3666.300

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 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 sheeting

Item Description of Item Quantity Unit Rate In Amount

No. (with brief specification and reference to book of figures

specifications)

[52] Providing and fixing sign boards made out of 1.5mm 28.000 Nos. 4681.350

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

[53] Road marking with hot applied thermoplastic paints 459.670 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

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.

[54] Ordinary Kilometer stone (Precast) 2.000 Nos. 1290.570

[55] Hectometer stone (Precast) 6.000 Nos. 356.500

Item Description of Item Quantity Unit Rate In Amount

No. (with brief specification and reference to book of figures

specifications)

[56] Supplying of Molded Twin Shanks Raised Pavement Markers 277.000 Nos. 326.230

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

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.

[57] Providing and fixing of Solar powered blinkers and LED bulb 2.000 Nos. 10150.500

in round shape having diameter of 300 mm with 48 Hr

Backup , Polycarbonate enclosure , Red/amber yellow ,

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.

[58] Providing and laying in positions machine mixed Plain 105.800 Cum 1083.050

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

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 circle.

[59] Providing and laying in positions machine mixed Plain 457.000 Cum 3637.070

Cement Concrete M15 grade for PCC Head wall 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.

[60] Supplying and fixing reinforced concrete heavy duty non- 200.000 Rmt 7307.930

pressure pipes with collars for culverts including setting and

joining the pipes in C.M. 1:2 watering and laying (To level of

slops of I.S. 458 / 1971 Class NP3 of following internal

diameter. (vii) 1400 mm dia.

Item Description of Item Quantity Unit Rate In Amount

No. (with brief specification and reference to book of figures

specifications)

[61] Taking credit of NP3 pipes 1400mm dia 200.000 Rmt -4080.230 -8,16,046.00

[62] Diversion of water course, providing cofferdam and bund or 4.000 Nos. 100000.000

island as may be necessary for foundation and maintaining

the same for the period as may be necessary. (V) Pier Nos.

[63] Earthwork for embankment including breaking clods, 4736.000 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

[64] Diversion Ahead Sign :-Providing and fixing sign boards made 4.000 Nos. 10671.660

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

composite Panel); size 180x60 cms. rectangular as per

design of IRC-67-2012. Pre treated mwith 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; 3.1 mtr long stand post (2 Nos.) of

x 50 x 5mm / 50NB 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 sheeting

Item Description of Item Quantity Unit Rate In Amount

No. (with brief specification and reference to book of figures

specifications)

[65] Providing and casting in situ controlled cement concrete M- 621.030 Cum 5279.060

30 for Stem of R.C.C. Box, as per drawings 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.