BRIDGE

NAME OF WORK: - RECONSTRUCTION OF HIGH-LEVEL MAJOR BRIDGE ON

KUN RIVER AT CH. 4/2 TO 4/4 NEAR RATANPUR VILLAGE ON TUVA -

RATANPUR - KABIRPUR ROAD. DIST. PANCHMAHAL.

BILLOFQUANTITIES

Memorandumshowingitemofworkstobecarriedout.

Ite DescriptionofItem(withbrief Quantit Unit RateIn Amount

m specification and reference to book of y figures

No. specifications)

SECTION - 1 : PRELIMINARY WORKS

1 Clearing and grubbing site/road/land Hectare 1.00 28393.04

[including uprooting all vegetation, grass,

bush shrubs, saplings and trees with girth,

removal of stumps of trees of girth of all sizes

including removing stumps of trees cut

earlier and disposal of unserviceable

materials and stacking of serviceable

materials as directed by Engineer with all

leads and lifts etc. complete as per

specification. before commencement and

after completion of the work.

2 Detailed survey of site using Total station, LS 1.00 22624.00

and Marking out the centre line of bridge

along longitudinal and transverse axis, and

taking Various utilities and all other details of

all component , structures, boundary and

complete line out and levelling with precise

levels using total station /theodolite

including constructing necessary CC pillars

for lines and levels and establishing

necessary bench marks including making

AUTOCAD drawings showing all levels,

details of utilities, boundary etc all and

providing soft copies in AUTOCAD etc.

complete as directed.

3 Carryout soil investigation work including

drilling 150 mm dia bore holes in all sorts of

soil, ordinary rock and hard rock, upto

maximum depth as mentioned, collection

undisturbed samples and conduction

standard penetration tests alternate at an

interval of 1.5 to 2.0 m depth, conducting

necessary laboratory tests for all type of

classification and determination of soil

parameters like density, shear and

consolidation parameters if required,

including submission of report in three

copies covering investigation data and

recommendation for SBC & and pile capacity

considering the design criteria, all as per

4 Providing and installation of barricades Sqm. 58.00 213.11

including supplying, painting with

fluorescent paint and fixing CGI sheets

SWG of 1.8 m height and M.S. Posts angle 40 x

40 x6 mm at 2.0 m c/c and dismantling the

same after completion of work as directed by

Engineer and as per site requirements.

5 Dismantling of structures and sorting of the

dismantled material, disposal of

unserviceable material and stacking

serviceable materials as directed by Engineer

with all leads and lifts etc. complete as per

specification and as per site requirements.

a) Dismantling bricks / Stone masonry, PCC Cum. 10.00 389.74

b) Dismantling of Existing Bridge and other Cum. 1561.00 886.05

Concrete Structures

c) Scarifying existing Approaches flexible Sqm. 1420.00 39.62

pavement. (Scarifying gravelled macadam or

bitumen macadam surface 6 cm to

cm.depth including stacking useful materials

on road side and disposing off remaining

d) Dismantling steel work including Kg 30.00 3.67

distempering and stacking the materials with

all lead and lift and Steel Material is Property

of R&B /Client as directed by Engineer

e) Dismantling barbed wire in fencing including Rmt. 40.00 64.90

making rolls and also including dismentling

fencing posts including all earth work

concrete in base and making good the

disturbed ground stacking useful materials as

directed and disposing as directed and

disposing of the unserviceable materials with

all lead and lift.

6 Providing flood gauge marks on substructure Rmt. 16.00 155.26

including painting complete.

SECTION - 2 : FOUNDATION &

7 Excavation for foundation in sand, gravel,

clay soft soils and murrum (Soft and Hard )

etc. Including shoring, strutting dewatering

including pumping as necessary, backfilling

the trenches with suitable excavated material

in layers of 15 to 20 cms and disposing of the

surplus excavated stuff with all leads and lift

, preparation of bed for concreting of

foundations etc. complete as directed by

Engineer and as per specification.

a) Depth upto 3.0m. Cum. 3828.00 486.77

b) Depth from 3.0m.to 6.0m. Cum. 1358.00 56.99

c) Depth from 6.0m.to 9.0m. Cum. 20.00 629.94

8 Excavation in large boulders and soft rock by Cum. 50.00 682.44

welding including shoring, strutting and

dewatering as necessary and disposing of the

excavated stuff as directed.

9 Excavation in hard rock by dry-wet blasting Cum. 50.00 820.83

and chiselling including dewatering

preparing foundation base by proper

benching and stepping and disposing of the

excavated stuff as directed.(A) General

10 Providing and laying in situ M-15 grade Cum. 233.00 3586.18

bedding concrete in foundation / below pile

cap including dewatering, shuttering, mixing

in mechanised batch mix plant, compacting,

curing etc. complete true to level and position

as directed by Engineer and as per

11 Empty boring through all sorts of strata for Rmt 871.00 5292.43

providing 0.75/1.0/1.2 m diameter R.C.C.

bored piles to required depth required depth

including providing necessary casing pipe

with all plants and equipments as required

12 Providing and casting in situ controlled Cum. 986.00 4810.63

cement concrete M-35 for RCC bored pile of

0.75/1.0/1.2m. dia. using Tremie Pipe

including necessary flushing, dewatering,

formwork, mixing in mechanised batch mix

plant, transporting, compacting,

vibrating,curing and finishing including all

leads & lifts complete as per detailed

specifications. (Excluding Reinforcement)

13 Chipping and dressing of the RCC piles upto Cum. 91.00 886.05

cut-off level (Min. 1 D) including cleaning of

reinforcement and removal of dismantled

materials, etc. for providing pile caps as

directed by Engineer and as per specification.

14 Carrying out load test on any pile as per

standard procedure laid down in the IS:2911

specification including construction of test

cap, dismantling the cap after test and

cleaning the site and maintaining complete

records of load settlement as directed by

Engineer and as per specification, and

submission of records.

a) Initial Pile Load Test on piles for 2.5 times the MT 500.00 187.38

design load specified in drawings in non

working areas in the vicinity of the bridge

site, including cost of test pile. [Load testing

of foundation including kentledge or any

other suitable method as directed.]

b) Routine Pile Load Test on working piles for MT 600.00 187.38

1.5 times the design load specified in

c) Integrity testing of Pile using Low Strain/ Nos 67.00 987.06

Sonic Integrity Test / Sonic Echo Test method

in accordance with IS 14893 on cast-in situ

RCC Pile of 1000 mm diameter including

surface preparation of pile top by removing

soil, mud, dust & chipping lean concrete

lumps etc. and use of computerised

equipment and high skill trained personal for

conducting the test & submission of results,

all complete as per direction of Engineer-in-

Note :- The inclusion of the above item in the

schedule of work shall be judiciously decided

by the technical sanctioning authority,

keeping in view the quality control, type of

soil strata & importance of the project.

15 Providing and installing 6 mm MS liner for MT 34.00 47323.73

bored-cast-in-situ concrete piles including

applying protective coating as per drawing

and specification and as directed by Engineer.

16 Providing and laying in-situ RCC M-35 grade Cum. 1830.00 5010.61

Controlled Cement Concrete in foundations of

piers, abutments, return wall, pile caps etc.

including centering, shuttering, mixing in

mechanised batch mix plant, compaction,

curing and dewatering if necessary, excluding

reinforcement as per specification and as

directed by Engineer.

17 Providing and laying M-35 grade Controlled Cum. 455.00 5302.50

cement concrete for cast-in-situ piers,

abutments, return wall, staircase, etc. at any

height or depth as per approved design and

drawings, with necessary centering,

shuttering, mixing in mechanised batch mix

plant, scaffolding, transporting, placing,

compacting by mechanical vibrators,

finishing, curing and casting, finishing with

decorative panel as per drawing etc.

complete excluding reinforcement as

directed by Engineer and as per specification.

18 Providing and laying in situ controlled M-35 Cum 358.00 5381.28

grade cement concrete for RCC caps over

piers and abutments , staircase ,including

necessary scaffolding formwork, centering,

mixing in mechanised batch mix plant,

transporting, placing, compacting by

mechanical vibrators, finishing and curing

and casting, finishing with decorative panel

as per drawing etc. complete excluding

reinforcement, as directed by Engineer and

as per specification.

19 Providing and laying in situ controlled M-40 Cum 54.00 5461.07

grade cement concrete for RCC pedestals

over piers and abutments ,staircase

,including necessary scaffolding formwork,

centering, mixing in mechanised batch mix

plant, transporting, placing, compacting by

mechanical vibrators, finishing and curing

and casting, finishing with decorative panel

as per drawing etc. complete excluding

reinforcement, as directed by Engineer and

as per specification.

20 Providing and placing in position High Yield MT 356.00 86695.37

Strength Deformed (HYSD) bars

reinforcement (TMT Fe 550D grade) with

fusion bonded epoxy coating conforming to IS

1786 of all categories for foundation of pier,

abutment & retaining wall including cutting,

bending, hooking and tying with 18 gauge

mild steel binding wires, supporting in

position to ensure lines and levels during

concreting, maintaining proper cover /

spacing etc. complete as per specification and

detailed drawing.specification.

21 Providing and placing in position High Yield MT 165.00 86901.41

Strength Deformed (HYSD) bars

reinforcement (TMT Fe 550D grade) with

fusion bonded epoxy coating conforming to IS

1786 of all categories for piers, abutments,

returns and retaining wall including cutting,

bending, hooking and tying with 18 gauge

mild steel binding wires, supporting in

position to ensure lines and levels during

concreting, maintaining proper cover /

spacing etc. complete as per specification and

detailed drawing.

22 Providing and fixing in position Mild steel Nos. 20.00 339.88

dowel bars in pier caps or abutment caps for

anchorage in fixed end as per detailed

drawings including cutting, bending and

welding complete.

23 Providing and applying one coat of zinc-rich Sqm. 637.00 595.90

epoxy primer and two coats of coal tar epoxy

paint of reqd. thickness as per specifications

to all concrete surfaces in contact with earth

in foundation and substructure including all

cost of material, labour, transportation and

preparing the surfaces by cleaning, washing,

brushing ete. complete as directed by

Engineer and as per specification.(Paint shall

be got approved from Engineer).

24 Providing and filling sand behind abutments Cum. 1701.00 445.41

and between returns in layers as directed

25 Supplying & laying of drainage composite for Sqm. 386.00 831.23

use behind walls, between two different fills,

alongside drains of road, below concrete

lining of canals etc. Geocomposite for planar

drainage, realized by thermobonding a

draining core in extruded monofilaments

with two filtering nonwoven geotextiles that

may also be working as separation or

protecting layers. The draining three

dimensional core will have a “W”

configuration as longitudinal parallel

channels. Minimum thickness to be 7.2mm,

with two filtering UV stabilized

polypropylene nonwoven geotextile of

minimum thickness of 0.75 mm having pores

of 150 micron and tensile strength of

kN/m that will be working as separation or

protecting layer, geocomposite having in

plane flow capacity of 2.1 L / (m.s) at

hydraulic gradient of 1.0 & 20 kpa pressure

and tensile strength of 18 kN/m , with mass

per unit area of 740 gsm, supplied in the form

of roll for easy transportation to site of work

as per detailed specification all complete as

per directions of Engineer in charge.

25A Providing and fixing in position fully moulded Cu Cm 1843200.00 0.90

restrained elastomeric bearings as per

detailed drawaings.

SECTION - 3 : SUPERSTRUCTURE

26 Providing and casting in situ or Precast Cum. 1822.00 7499.27

Prestressed Cement M-45 grade with 20 mm

down coarse aggregate at any height , as

required for PSC solid slabs / T- beam deck

slabs / Box girder / , including scaffolding /

centaring , shuttering , mixing with batching

plant , placing in position , consolidating with

mechanical vibrators, curing deshuttering

carefully,making good the damages , fixing

embedment , inserts , pockets , wherever

necessary , transporting ,erecting in position

launching shifting , with F3 type exposed

concrete finish and form mark as directed by

Engineer - in -charge , including all leads and

lifts etc. complete.

27 Providing and placing in position High Yield MT 256.00 86285.31

Strength Deformed (HYSD) bars

reinforcement (TMT Fe 550D grade) with

fusion bonded epoxy coating conforming to IS

1786 of all categories for super structure

including cutting, bending, hooking and tying

with 18 gauge mild steel binding wires,

supporting in position to ensure lines and

levels during concreting, maintaining proper

cover / spacing etc. complete as per

specification and detailed drawing.

28 Providing 12.7-15.2 mm nominal dia. High MT 32.05 72402.66

Tensile prestressing sdteel conforming to low

relaxation presstressing steel strands as per

IS : 14268 Class II for box girder / PSC Girder

/Solid slab voided- slab type superstructure

including cuting , cleaning and removening

oil , transporting , placing , providing and

lying corrugaedHDPE Sheating of specified

dia., anchorages,stagewise stressing

grouting , testing of materials etc. compete

including all lifts and leads as per

specification and approved design and

drawing and as directed by engineer.

29 Providing and applying one coat Epoxy Sqm. 9002.00 574.69

Phenolic primer of DFT 50 micron and two

coats of Epoxy Phenolic coating of DFT

microns each or any other equivalent epoxy

coating system to all concrete surfaces

exposed to atmosphere in Substructure,

superstructure etc. all including cost of

material, labour, transportation, scaffolding

and preparing the surfaces by cleaning,

washing, brushing, etc. complete and as

directed by Engineer and as per specification.

(Paint shall be got approved from Engineer

and tested from approved laboratory).

30 Providing and carrying out load test on Tonne 200.00 169.92

bridge deck with simulated loading including

provision, placing and removal of loading,

supplying, fixing and removing deflection

measuring instruments etc. complete with

platforms for fixing the instruments etc.

complete as per the details supplied and

specification and as directed by Engineer and

including submission of required results in

triplicate after satisfactory completion of the

SECTION - 4 : MISCELLANEOUS ITEMS

31 Providing and lying 75 mm thick MT 456.00 8278.97

bituminuous concrete (BC) with specified

graded machine crushed stone aggregate

including of aggregate with F.E. loader and

hot mixing of bitumen at 5.4% by total weight

of aggregate in hot mix plant transporting the

mixed material in tipper to paver and lying

with machinical paver finisher to the

required level grades and rolling by power

rollers to achive the desire density including

cost of tack coats at 7. Kg/10 sqmt bitumen

material as per MORT & H specification.

32 Providing and lying 25mm thick mastic Sqm 2300.00 641.35

asphalt wearing course with paving grade

bitumen meeting the requirements given in

table 500-29 , prepared by using mastic

coocker and laid to required level and slop

with bitumen precoaed fine grained hard

stone chipping and at an approximate

spacing of 1000 c , Protruding 1 mm to 4mm

oveer mastic surface , all complete as per

33 Providing and casting RCC Kerbs/ Staircase Cum. 5.00 5002.53

in M-35 controlled concrete with cast-in-situ

or precast members as per detailed drawings

including necessary scaffolding, centering,

formwork, mixing in mechanised batch mix

plant, transporting, placing, compacting,

finishing, curing, etc. complete including

providing and fixing of inserts if any with all

leads and lifts as per drawing & specification

and as directed by Engineer, excluding

34 Providing and casting RCC Crash Barrier Cum. 126.00 5081.31

/RCC Crashbarier with Friction slab / Central

Verge /Medium in M-40 controlled concrete

with cast-in-situ or precast members as per

detailed drawings including necessary

scaffolding, centering, formwork, mixing in

mechanised batch mix plant, transporting,

placing, compacting, finishing, curing, etc.

complete including providing and fixing of

inserts if any with all leads and lifts as per

drawing & specification and as directed by

Engineer, excluding reinforcement.

35 Type - B, "THRIE" : Metal Beam Crash Barrier Meter 84.00 3861.23

(Providing and erecting a "Thrie" 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, 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 space of channel section 150 x

x 5 mm, 546 mm long complete as per clause

36 Supplying, Fabricating and fixing Access Quint. 296.00 9047.86

Ladders, Inspection Platforms, Trolley

refuges etc., on bridges with structural steel

conforming to IS:2062 including including

cutting, hoisting, fixing in position and

applying a priming coat of read 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

37 Providing and laying precast RCC Footpath Sqm 528.00 1107.97

Slab in controlled cement concrete of M-35

grade (minimum 70 mm thickness) including

necessary reinforcement and providing and

setting cement chequered tiles in CM 1:5 as

per drawing including necessary formwork,

curing and finishing complete.

38 Providing and casting insitu controlled Cumt 78.00 5271.19

cement concrete M-35 in RCC Approach Slab

using 6 to 20 mm size coarse aggregates, to

the required section at any height or depth

including necessary shuttering, scafolding,

staging, etc. complete, placing in position,

vibrating, curing, deshuttering, fixing inserts,

pockets wherever necessary with all

contractor's materials (except steel

reinforcement), labour, tools and plants, etc.

as directed and as per drawings and

specifications and special conditions of

39 Providing and casting insitu controlled Rmt 393.00 1275.63

cement concrete M-30 in RCC Railing and

Parapet using 6 to 20 mm size coarse

aggregates, to the required section at any

height or depth including necessary

shuttering, staging, etc. complete, placing in

position, vibrating, curing, deshuttering,

fixing embedments, inserts, pockets

wherever necessary with all contractor's

materials (except steel reinforcement),

labour, tools and plants, etc. as directed and

as per drawings and specifications and

special conditions of contract.

40 Providing and placing in position High Yield MT 41.00 86285.31

Strength Deformed (HYSD) bars

reinforcement (TMT Fe 550D grade) with

fusion bonded epoxy coating conforming to IS

1786 of all categories for super structure

including cutting, bending, hooking and tying

with 18 gauge mild steel binding wires,

supporting in position to ensure lines and

levels during concreting, maintaining proper

cover / spacing etc. complete as per

specification and detailed drawing.

41 Providing and applying one Primer Coat and Sqm. 2239.00 114.53

two coats of Synthetic Enamel Paint on

Anticrash Barrier and Median Verge surface

area exposed to Atmosphere in

superstructure including making of strip of

two colours including cost of material, labour,

transportation, scaffolding and preparing the

surfaces by cleaning, washing, brushing, sand

/ grit blasting etc. complete and as directed

by Engineer and as per specification.

42 Painting two coats (Excluding priming coat) Sqm. 180.00 65.31

on new steel and other metal surface with

synthetic enamel paint , brushing to give an

even shade including cleaning surface of all

dirt, dust and other foreign matter.

43 Providing and fixing 100 mm dia. G.I. No. 72.00 536.03

Drainage spouts, as per MOST Drg. No.

SD/303 including grating with suitable clean

out fixtures including all leads and lifts etc.

complete as per specification, design &

drawings and as directed by Engineer.

44 Providing and fixing UPVC pipe as

Longitudinal Runner Pipe , Down take pipes,

conduits below footpath including cost of all

materials, labour, fixing in true line and level,

including bends, fixtures, special, etc.

complete with all lifts and leads etc. as per

specifications and as directed by engineer

a) 75 mm dia Rmt. 10.00 223.21

45 Providing and fixing in position Strip seal Rmt. 72.00 1733.16

Expansion Joint (for movement up to 70 mm)

as per detailed drawing & MORTH

The rate is inclusive of supplying, fixing with

contractor's own materials, equipments,

machineries, labour, transport, testing, bolts,

socket tubes, neoprene sheet/cap, centre

beam, edge beam, support bar,

Chloroprene/neoprene rubber etc. complete.

The rate is for complete finished item and

will be paid after fixing in all respect.

The Contractor shall procure Modular Strip

Expansion Joint, confirming to relevant

MORTH specification from M/s.Sanfield

(India) Ltd. / METCO or from reputed

manufactures who is in approved list of

MORTH of Modular Expansion Joint with

prior approval of Engineer-in-charge.

46 Providing and fixing RCC / Masonary pylons Nos. 2.00 45955.00

including necessary HYSD reinforcement,

formwork, finishing etc. complete as directed.

47 Providing & fixing in position 100 mm Dia. Nos 294.00 45.81

A.C. pipes as weep holes in Abutments and

Return Walls completed in all respect as per

specification and as directed by Engineer.

SECTION - 5 : APPROACHES & AMENITIES

48 Box cutting the road surface to proper slope, Cum. 589.00 104.20

and chamber for making a base for road

work including removing the excavated stuff

and depositing on the road side as directed

up to all lead & Lift.

49 Earth work in embankment using selected Cum. 233.00 310.07

soil and hard murrum, approved by engineer

in charge, with contractor's own earth by all

lead, and lift, including breaking clods

dressing with all lead and lift including

watering rolling and consolidation of

subgrade in layers of 300 mm or as directed

by engineer in charge, at OMC to required

dry density including filling the depressions

which occur during the process using power

roller 8T to 10T

50 Carting of excavated material such as

murrum, earth , kapchi , gravel , brickbats

kankar , debrisand dismantaled material

including , spreading , leveling , loading

unloading , stacking etc. complete at non

objectional place as directed by engineer in

a) Lead up to 5 Km. Cum 164.00 103.26

51 Construction of Granular Sub Base (GSB) /

Granular Sub Base (GSB) cum Drainage Layer

by providing coarse graded material/crushed

stone, spreading in uniform layers with

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, including all

material, labour, machinery with all leads and

lifts etc. complete as per MORTH specification

[a] For Grading - I Material Cum 70.00 922.13

[b] For Grading - VI Material Cum 117.00 900.92

52 Providing and laying wet mix macadam base Cum 117.00 1210.99

course 250 mm thick in two layers as per

MORTH specification using machine crushed

B.T. chips as per required gradation, mixing

with required optimum quantity of water,

conveying the mix to site of work, spreading

in to grade and camber with

paver/mechanical means and consolidation

each layer with vibratory roller to achieve the

desired density including cost of material

labour plant and equipment etc. complete.

53 Providing & laying DENSE GRADED

BITUMINOUS MACADAM 75mm Thick with

batch type Drum Mix Plant (DMP) using

crushed aggregates of specified grading,

premix with bitumen grade VG-30

bituminous binder @ 4.0 per cent by weight

of total 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

complete,including providing & laying tack

coat 2.5kg /10sqm all as per MORTH

75mm Thick MT 61.00 6486.22

54 Providing and laying bituminous concrete MT 34.00 8153.73

40mm Thick with 100-120 TPH batch type

hot mix plant producing an average output of

75 tonnes per hour using crushed aggregates

of specified grading, premixed with

bituminous binder @ 5.2 per cent 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 as per

MORTH specification clause No.

complete in all respects

55 Prime coat (Providing and applying primer

coat with bitumen emulsion -SS1 on prepared

surface of granular Base including clearing of

road surface and spraying primer at the rate

of 0.75kg/sqm using mechanical means.)

56 Providing and applying tack coat with

bitumen emulsion using emulsion pressure

distributor at the rate of 0.25 kg per sqm on

the prepared bituminous cleaned with

mechanical broom.

SECTION :5A : AMENITIES FOR BRIDGE

57 Road marking with hot applied thermoplastic Sqmt 147.00 367.72

paints with 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 beads 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 shall be min

mcd/m2/lux and asphalt road shall be min

100mcd/m2/lux during the service life

during the day time.the marking should meet

the performancecriteria for night time

reflectivity, wet reflectivity and skid

resistance as mentioned in the section -15 of

IRC 35-2015.warranty for retro reflectivity

shall be two year

58 Providing and laying Double Walled Rmt 352.00 112.11

Corrugated Pipes (DWC) of Polyethene

conforming to IS-14930-II of 90mm O.D. with

fittings and necessary connecting accessories

of same material at required depth for laying

cable into crash barrier etc. complete as per

specification and as directed by engineer

59 Providing and fixing Pre-Cast Rubber dye Sq.mt. 20.00 686.90

inter locking concrete Block 60 mm thick

with grade of concrete M-300 pnumatic

compressed / Vibrated mechanically and as

per approved design confirming to IS

15658:2066 including 35mm sand layer for

levelling and filling the joint with sand in

proper line and level as per guidelines of IRC :

SP 63-2018 etc. Complete.

60 Providing and fixing pre-cast concrete kerb Rmt 20.00 361.64

stone of gray cement based concrete block

30cm length,30cm height and 15cm thick of

M250 grade concret as per approved design

and including excavation for fixing in proper

line and level,filling the joint with C:M 1:3

(1cement:3fine sand) etc complete.

61 Cat eye/Road stud/ RPM:Supplying of Twin Nos. 88.00 326.23

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 13635kgs.tested in

accrodance to ASTM D 4280 type H and

complying to specifications of category A of

MORTH circular No RW/NH/33023/10-97-

DO lll Dt 11.06.1997. The height,width and

length shall not exceed 20 mm,130 mm and

130mm 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 the height not less than 30+/-2 mm)

from the body is to be a minimum value of

500 kgf. Fixing will be by drilling hole on the

road for the shanks to go inside, without nails

and using epoxy based adhesive as per

manufacturers recommendation and color of

the marker should be as per the IRC 35-2015

and as directed by engineer-in-charge.

62 Supplying and fixing the necessary sign

boards as per site requirements and as

directed and approved by Engineer (Retro-

reflective Type)

[A] Facility informatory Sign:-

Facility Informatory Sign :-Providing and Nos 2.00 5906.48

fixing sign boards made out of 2mm

aluminium sheet / 4mm ACP (Aluminum

composite Panel); size 80 x 60 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; 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 best quality 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 block of size 45 x 45 x 60 Cms. for

each leg.including excavation, curing

etc.complete under the supervision of

engineer in charge. Awarranty 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

[B] Cautionary Warning Sign:

out of 2mm aluminium sheet / 4mm ACP Nos 2.00 5077.27

(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 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 best quality 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

[C] Regulatory / Mandatory sign:

Providing and fixing sign boards made out of Nos 2.00 4618.73

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 best quality 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

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

each leg.including excavation, curing

etc.complete under the supervision of

engineer in charge. 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

[D] Flexible Median Marker

Flexible Median Marker : Providing and fixing Nos 20.00 271.69

of flexible median marker that are made of

tough,high impact resistant,injection-

molded,thermoplastic body with property of

flexibility to provide high durability.The

dimension of flexible median marker should

not exceed 18.4 cm in height (including shank

height),12.5cm in width,0.65cm in thickness

and shank depth shall be 3.4cm the body

structure shall be rounded at all its corners

and edges.The plastic used for molding the

flexible median marker should survive

impect load of 5kg continuously for

times at room temperature.The logo of the

manufacturer shall be embossed on either

side of the body in the injection molding

process.The median marker shall have flame

like shaped body with,fluorescent yellow

color retro-reflective sheeting of size not less

than 90 cm square,with fully reflective micro

prismatic cube corners as its retro-reflective

elements as per IRC 67 2012 and ASTM

D4956-09 type XI specifications reflectivity

values.The retro-reflective sheeting shall be

one or both sides of the flexible median

marker and shall be edge protected with no

exposed edges which will prevent edge

lifting, vandalism, sheeting damage, etc.The

flexible median marker shall be fixed by a

combination of epoxy adhesive and grouting

as recommended by manufacturer and

engineer in charge.

[E] Providing and Fixing of NJ Reflector made up Nos 20.00 268.66

of 2mm Aluminimum of size 100 x 100mm

duly pasted with Reflective shetting of

Florescent yellow Type -11 Fixed to the

Bridge wall/ Parapet with Nails.

[F] Blinkers : Providing & fixing solar power road Nos 2.00 12428.05

traffic flasher / blinker (24 hour operations)

having 300 mm round light source, cluster of

high intensity ultra bright LED visibility

greater than 500mtr red or amber or as

required. Flashing duty cycle 50% operation

for 24 hours located 3.0mtr above the ground

level on post of 80NB MS Post, design in line

with IS 7537-1974 specification of road

traffic signals Solar model 12V, 20WP/124,

40W, Battery 12V 60Ah/12 V 110 AH.

Operating temparature 0 to 50 C, Humidity

93% EH (NC) complete with Installation.

63 Supplying & laying of Uni-Axial / Bi-axial Sqm 1871.00 253.51

extruded high modulus polypropylene

geogrid conforming to MORT&H specification

for base/sub-base reinforcement having

minimum tensile strength 30kN/m in the

longitudinal and transverse direction, with

10.5kN/m and 21kN/m tensile strength at

2% and 5% strain respectively in the

longitudinal and transverse direction,

junction efficiency not less than 95% and

with 38mm X 38mm mesh opening.

64 Providing and laying chequered terrazo tiles Sqm 578.00 739.70

28mm thick with marble chips of sizes upto

6mm in treads of stairs and staircases in

12mm thick bed of lime mortar 1:1.5 (1-Lime

putty :1.5 coarse sand) or C.M. 1:6 jointed

with neat cement slurry mixed with pigment

to match the shade of tiles including rubbing

and polishing complete. (B) Dark shades

using ordinary cement

65 Providing and laying Pitching on slopes laid

over prepared filter media including boulder

apron laid dry in front of toe of embankment

complete as per drawing and Technical

A Stone/Boulder Cum 384.00 1051.41

Rupees Thirteen crores Eighty six lacs Ninty two thousand Five hundred Seventy six and Paise Ninteen Only.

I/Weam/arewillingtocarryoutthework@ %above/belowpercent(Shouldbewritten

infiguresandwords)oftheestimatedratementionedabove.Amountofmy/ourtenderworksoutasunder.

Estimatedamountputtotender Estimatedamountputtotender

Deduct………%below Add………%Above

Net Rs. Total Rs.

In words In words

1. TheContractorshallexhibitaboardwithdetailedspecificationanddetailsof workas directedbytheEngineer-In- Charge

for which no extra payment shall be made.

2. Thelabourcesswillbedeductedasperprevailingrulesi.e.1%oftheworkdone.

3. GSTandIncometaxTDSwillbedeductedatasourcewhilemakingpaymentsofbills.

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 thereis

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. TheContractorwillhavetosubmittheallrequiredmixdesignathisowncostbeforeexecutionas directed and to

be approved from the Engineer in charge.

6. Dismantling of credit materials amounting of Rs.33,10,881,.00 shall be recovered from the contractor’s

Running Account (R.A.) bills and /or the Final Bill.

Aboveallitemsof"Schedule-B"withItemDescription,Unit,Rate&Amounthaveverifiedbymeand found

DeputyExecutiveEngineer Sr.DivisionalAccountOfficer Executive

R & B Sub Division (State) R & BDivision (State) Godhra EngineerR&BDivision

Godhra (State) Godhra

BILLOF QUANTITIES

1. The bill of Quantities shall be read in conjunction with the Instructions to Bidder,

Conditions of Contract, Technical Specifications and Drawings.

2. The quantities given in the Bill of Quantities are estimated and provisional, and

are given to providea common basis forbidding. The basis ofpaymentwill be the

actual quantities of work ordered and carried out, as measured by the Contractor

and verified by the Engineer and valued at the rates and prices tendered in the

priced Bill of Quantities, where applicable, and otherwise at such ratesand prices

as the Engineer may fix within the terms of the Contract.

3. The rates and prices tendered in the priced Bill of Quantities shall, except in sofar

as it is otherwise provided under the Contract, include allconstructionalplant,

layout, supervision, materials, erection, maintenance, insurance, profit, taxes and

duties, together with all general risks, liabilities and obligations set out or implied

in the Contract.

4. TheratesandpricesshallbequotedentirelyinIndian Currency.

5. A rate or prices shall be entered against each item in the Bill Quantities, whether

quantities are stated or not. The cost of Items against which Contractor has failed

to enter a rate or price shall be deemed to be covered by other rates and prices

entered in the Bill of Quantities (in case of Item rate contract).

6. The whole cost of complying with the provisions of the Contract shall be included

in the items provided in the priced Bill of Quantities, and where no Items are

provided the cost shall be deemed to be distributed among the rates and prices

entered for the related items of Work.

7. General direction and descriptions of work and materials are not necessarily

repeated or summarized in the Bill of Quantities. References to the relevant

sections of the contract documentation shall be made before entering rates or

prices against each item in the Bill of Quantities.

8. The method of completed work of payment shall be in accordance with the

specification for Road and Bridge works. For building works specifications for

building are to be followed.

9. ErrorswillbecorrectedbytheEmployerforanyarithmeticerrorspursuantto

Clause29oftheInstructionstoBidder.

10. Rock is defined as all materials which, in the opinion of the Engineer, required

blasting, or the use of metal wedges and sledgehammers, or the use of

compressed air drilling for its removal, and which cannot be extracted by ripping

with a tractor of at least 150 kw with a single rear mounted heavy duty ripper.

BILLOF QUANTITIES

(A) PercentageRateTender(UptoINR50Cr.)

Item DescriptionofItem(withbrief Quantity Unit RateIn Amount

No. specification and reference to figures

book of specifications)

--------Asperseparatesheetattached --------

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.

Estimatedamountputtotender Estimatedamountputtotender

Deduct………%below Add………%Above

Inwords Inwords

(B) ForItemRateTender(ForaboveINR50 Cr.):

Item Description of Item Quantity Unit Rate Amount

No. (with brief specification

andreferencetobookof In In

specifications) figures Words

(A) TotalTenderedAmount

(B) Rebateonabovetenderedamount(ifany)%(infigure)………………………………

(C)Net Tendered Amount (A-B) (in figure) ………………………………

1 The Contractor shall exhibit a board with detailed specification and details of work

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

2 Thelabourcesswillbedeductedasperprevailingrulesi.e.1%oftheworkdone.

3 GSTandIncometaxTDSwillbedeductedatasourcewhilemakingpaymentsofbills

4 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per

Govt.G.R.:PRC-10/2017CementConsumption/16/C,Date:11/05/2017asstatedin

S.O.R. therefore in R.C.C. items where thereis a change as per actualmix design the cost

ofdifferenceofcementconsumptionhavebeendeductedfromtherateoforiginalitem

attherateofinputratementionedinallthetender.