Reconstruction of High Level Minor Bridge at Ch. 6/60 To 6/70 Near Umaran- Village on Khupar-BarsanGopalia Road. Ta. Dediapada, Dist. Narmada

Name of Work :- Reconstruction of High Level Minor Bridge at Ch. 6/60 To 6/70

Near Umaran- Village on Khupar-Barsan-Gopalia Road. Ta. Dediapada. Dist.

BILL OF QUANTITIES

Memorandum showing item of works to be carried out.

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

Section-(1) PRELIMINARY WORKS

1 Clearing and grubbing site/road/land [including uprooting 2.00 Hectare 28455.09

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, and Marking out 2.00 LS 23331.00

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 Providing and installation of barricades including 150.40 Sqm. 456.71

supplying, painting with fluorescent paint and fixing CGI

sheets 24 SWG of 1.8 m height and M.S. Posts angle

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

4 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 Kerb Median 387.00 Cum. 418.97

b) Dismantling of Concrete Structures 512.00 Cum. 952.51

c) Scarifying existing Approaches flexible pavement. 302.00 Sqm. 42.59

(Scarifying gravelled macadam or bitumen macadam

surface 6 cm to 10 cm.depth including stacking useful

materials on road side and disposing off remaining stuff.)

d) Dismantling steel work including distempering and 30.00 Kg 3.94

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 making rolls 250.00 Rmt. 69.77

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.

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

Section-(2) FOUNDATION & SUBSTRUCTURE

5 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. 1775.00 Cum. 523.28

b) Depth from 3.0m.to 6.0m. 201.00 Cum. 613.92

c) Depth from 6.0m.to 9.0m. 128.00 Cum. 677.18

6 Excavation in large boulders and soft rock by welding 456.00 Cum. 733.62

including shoring, strutting and dewatering as necessary

and disposing of the excavated stuff as directed.

7 Excavation in hard rock by dry-wet blasting and chiselling 100.00 Cum. 882.39

including dewatering preparing foundation base by proper

benching and stepping and disposing of the excavated

stuff as directed.(A) General blasting

8 Providing and laying in situ M-15 grade bedding concrete 227.00 Cum. 3583.27

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 specification.

9 Providing and laying in-situ RCC M-35 grade Controlled 316.00 Cum. 5007.58

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.

10 Providing and laying M-35 grade Controlled cement 243.00 Cum. 5335.83

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

11 Providing and laying in situ controlled M-35 grade cement 139.00 Cum 5414.61

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

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

12 Providing and laying in situ controlled M-40 grade cement 10.00 Cum 5494.40

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

13 Providing and fixing in position fully moulded restrained 179200.00 Cucm 0.90

elastomeric bearings as per detailed drawaings.

14 Providing and placing in position High Yield Strength 113.00 MT 87541.75

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.

15 Providing and applying two coat of epoxy coating @ 303.00 Sqm. 624.00

150micron/ coat 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

be Engineer and as per specification.(Paint shall be got

approved from Engineer).

16 Providing and filling sand behind abutments and between 1116.00 Cum. 478.82

returns in layers as directed

17 Providing and laying 600 mm thick filter media behind 359.00 Sqm. 1268.86

abutment as per detailed drawing & specifications etc

Section -(3) SUPERSTRUCTURE

18 Providing and laying, M-40 grade RCC in-situ or Pre-cast 218.00 Cum. 5963.04

T-Beam Deck slab type superstructure, deck sheet if

required, as per approved drawing and technical

specifications, section 1500, 1700 and 2200 of MORTH

using 6mm to 20mm 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 specifications. the rate is inclusive of all

materials, Mineral admixtures if required, including

necessary mixing in fully automatic batch mix plant,

transport, curing, vibrating, ramming, finishing, placing in

position, centering, shuttering, scaffolding, staging,

formworks, establishing casting yard, transporting using

trailor, launching or shifting using crane or any other

approved means, making thrust bed, thrust block, gantry,

etc all complete. 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 finishing equivalent to F3 type exposed concrete and

form mark. (Minimum cement content :- 440 kg/cum),

(Excluding steel reinforcement)

(A) For various types of RCC type superstructure in M40

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

19 Providing and placing in position High Yield Strength 37.00 MT 88412.37

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

20 Providing and applying one coat Epoxy Phenolic primer of 1108.00 Sqm. 670.00

DFT 50 micron and two coats of Epoxy Phenolic coating of

DFT 100 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

21 Providing and carrying out load test on bridge deck with 200.00 Tonne 169.92

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 load test.

Section-(4) MISCELLANEOUS ITEMS

22 Providing and casting RCC Kerbs/ Staircase in M-35 50.00 Cum. 4999.50

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.

23 Providing and casting RCC Crash Barrier /RCC 34.00 Cum. 5078.28

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.

24 Type - A, "W" : Metal Beam Crash Barrier (Providing and 14.00 Meter 3361.28

erecting a "W" metal beam crash barrier comprising of

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

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

25 Steel work, welded in built up sections framed work 11.00 Quint. 9108.48

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 like

26 Providing and laying precast RCC Footpath Slab in 61.00 Sqm 1135.24

controlled cement concrete of M-35 grade (minimum

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.

27 Providing and casting insitu controlled cement concrete M- 35.00 Cumt 5267.15

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

28 Providing and casting insitu controlled cement concrete M- 34.00 Rmt 1252.40

25 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.

29 Providing and placing in position High Yield Strength 17.00 MT 88412.37

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

30 Providing and applying one Primer Coat and two coats of 293.00 Sqm. 122.14

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.

31 Painting two coats (Excluding priming coat) on new steel 39.00 Sqm. 69.15

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.

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

32 Providing and fixing 100 mm dia. G.I. Drainage spouts, as 10.00 No. 536.03

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

33 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 incharge.

a) 75 mm dia 62.00 Rmt. 223.21

34 Providing and fixing in position Modular Strip seal 38.00 Rmt. 2057.37

Expansion Joint (for movement beyond 80 mm upto

mm) as per detailed drawing & MORTH specification.

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

35 Providing and fixing RCC / Masonary pylons including 2.00 Nos. 46965.00

necessary HYSD reinforcement, formwork, finishing etc.

complete as directed.

36 Providing & fixing in position 100 mm Dia. A.C. pipes as 162.00 Nos 88.76

weep holes in Abutments and Return Walls completed in

all respect as per specification and as directed by

Section-(5) APPROACHES & AMENITIES

37 Box cutting the road surface to proper slope, and 6366.00 Cum. 112.02

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.

38 Earth work in embankment using selected soil and hard 4323.00 Cum. 324.21

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

39 Carting of excavated material such as murrum, earth,

kapachi, gravel, brickbats, kankar, debris, sand,

dismantled material, including, Spreading , levelling

loading, unloading, stacking etc. complete at non

objectional place as directed by engineer in charge

a) Lead up to 5 Km. 1491.00 Cum 103.26

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

40 Providing, laying and compacting natural gravel and sand 351.00 Cum 1535.20

(river bed material C.B.R. not less than 10%) below sub

base course including carriage of materials spreading in

uniform layer manually on prepared base and compacted

with vibratory roller to achieve desired density including all

materials, labour etc. complete.

41 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 848.00 Cum 1651.35

[b] For Grading - VI Material 567.00 Cum 1616.00

42 Mixed Seal Surfacing - Providing, laying and rolling of 2247.00 Sqm 162.61

open - graded premix surfacing of 25 mm thickness

composed of 11.2 mm to 0.9 mm aggregates using

Viscocity grade bitumen to required line, grade and level

to serve as a wearing course on a previously prepared

base, including mixing in a suitable hot mix plant of

appropriate capacity not less than 200 tonnes/hour, laying

and rolling with a smooth wheeled roller, finished to

required leveland grades.

43 Providing and laying wet mix macadam base course 250 351.00 Cu.m 1925.06

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.

44 Providing & laying DENSE GRADED BITUMINOUS 108.00 Cu.m 7089.19

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 specification. 75mm Thick

45 Providing and laying bituminous concrete 40mm Thick 61.00 Cu.m 8726.40

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. 509 complete in all

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

46 Prime coat (Providing and applying primer coat with 3421.00 Sqm 58.58

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.

7.5 Kg / 10 Sqm

47 Providing and applying tack coat with bitumen emulsion 3421.00 Sqm 11.11

using emulsion pressure distributor at the rate of 0.25 kg

per sqm on the prepared bituminous cleaned with

mechanical broom. 2.5 Kg / 10 Sqm

48 Providing and fixing guard stone as per IRC type design 200.00 Nos. 350.80

including white washing, etc. complete including fixing in

49 Supplying and fixing road sign board of MS Plates and 20.00 Nos. 3072.99

angle iron including painting, lettering, etc. complete

including excavation, etc. complete as per IRC type design

- Reflective Type.

50 Road marking with hot applied thermoplastic paints with 223.00 Sqmt 367.72

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

51 Providing and fixing MS Anchor Plates of size 250 x 250 x 2.00 Nos. 1252.40

6 mm thick along with 4 Nos. of 20 mm dia., 600 mm lone

GI "J" Type bolts with suitable size of GI Nuts/washer with

one coat of Red Oxide and two coats of Bituminous Black

Paint and fixing on Crash Barrier / Parapet including

necessary erection, labour, equipments, welding / drilling,

grouting / fixing of plates as per specifications and as

directed by the engineer incharge.

52 Providing and laying Double Walled Corrugated Pipes 53.00 Rmt 112.11

(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 incharge.

53 Providing and fixing Pre-Cast Rubber dye inter locking 100.00 Sq.mt. 705.95

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.

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

54 Providing and fixing pre-cast concrete kerb stone of gray 100.00 Rmt 374.92

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)

55 Cat eye/Road stud/ RPM:Supplying of Twin Shanks 110.00 Nos. 326.23

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.

56 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 fixing sign boards 2.00 Nos 5906.48

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

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

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:

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

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

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

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

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 2mm 2.00 Nos 4618.73

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

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

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

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

Flexible Median Marker : Providing and fixing of flexible 4.00 Nos 271.69

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 750 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 of 2mm 4.00 Nos 268.66

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 traffic flasher 4.00 Nos 11766.50

/ 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.

57 Supplying & laying of Uni-Axial / Bi-axial extruded high 1995.00 Sqm 253.51

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.

58 Providing and laying chequered terrazo tiles 28mm thick 61.00 Sqm 795.18

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

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

59 Providing, laying and compacting layer of Quarry spalls on 109.00 Cum 1101.71

earthern shoulder above Granular sub base layer

including carriage of materials spreading in uniform layer

manually on prepared base and compacted with vibratory

roller to achieve desired density including all materials,

labour etc. complete.

60 Providing and fixing post and pipe railing as per detailed 450.00 Rmt. 1210.38

drawing including 3 coats of painting to steel works

61 Providing and laying Pitching on slopes laid over prepared 1124.00 Sqm. 907.99

filter media including boulder apron laid dry in front of toe

of embankment complete as per drawing and Technical

62 Diversion Ahead Sign :-Providing and fixing sign boards 4.00 Each 10671.66

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

composite Panel); size 180x60 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; 3.1 mtr long stand post (2

Nos.) of 50 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

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

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

63 Standard Delineator: Providing and fixing of Standard 2.00 Each 1027.17

Metal Delineator consisting of minimum retro reflective unit

exposed area of 330 cm2 white color, full cube corner

micro prismatic non-metallic retro reflective sheeting on

each side conforming with IRC 67 2012 and meeting the

coefficient of retro reflection values as per ASTM D

Type XI table specification. The delineator shall be painted

with powder coat of minimum 40 microns thickness, on top

of which retro reflective sheeting shall be pasted on both

sides. The structure shall be manufactured in roll forming

process and shall have height not less than 800 mm

above the ground, width not less than 100 mm and shall

extend not more than 300mm below the ground while

being installed. height of sheeting should be minimum

150mm whereas width of sheeting should not be less than

75mm (should be placed every alternative 15cm). The

front and back faces of the delineator should be curved

with a radius of not more than 200 mm and with delta

angle (or central angle of curve) lying between 20o and

30o, to increase the visibility of the delineator for vehicles

moving in continuous curves. The delineator shall have

grooves across the length to make the reflective sheets

vandal-proof. The delineator is meant for application on

gaps in median, traffic islands, dangerous bends,

roundabouts, narrow bridges etc. or as desired by site

64 Supplying and fixing reinforced concrete heavy duty non 186.00 Rmt 5560.01

pressure pipes with collars for Culverts carrying haevy

traffic as per IS 458-1991 Specifications including setting

th pipes in C.M 1:2 watering and laying (to level or slopes)

of class NP3 of following internal diameters. 1200mm dia

65 Diversion Credit

[Materials recovered from Diversion road will be owned by

Contractor after competion of bridge]

a Earthwork with murrum and selected soil. 1536.00 Cum. -104.23 -160100.35

b Granular Sub - Base - Grading - I 397.00 Cum. -378.14 -150123.17

c Granular Sub - Base - Grading - VI 397.00 Cum. -358.45 -142304.25

d Quarry spall 77.00 Cum. -129.97 -10007.44

Rupees Three Crore Sixty Five Lakh Ninety Four Thousand Eight Hundred Eleven and Thirty Paisa only

I/We am/are willing to carry out the work @ % 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

Net Rs. Total Rs.

In words In words

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

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. The Contractor will have to submit the all required mix design at his own cost

before execution as directed and to be approved from the Engineer in charge.

6. The credit value of materials recovered from the diversion road shall be recovered from

the contractor’s

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

Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have

verified by me and found order.

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

R & B Sub Division (State) R & B Division (State) R & B Division (State)

Dediapada Narmada Narmada