Reconstruction of high level minor bridge at Ch. 19/5 to 19/6 near Undava-Chichadiyavillage on kevadiya-Tanakhala road. Ta.Garudeshwar. Dist.Narmada.

Name of Work :- Reconstruction of high level minor bridge at Ch. 19/5 to

19/6 near Undava-Chichadiya village on kevadiya-Tanakhala road. Ta.

Garudeshwar. Dist. Narmada.

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 all 1.00 Hectare 28455.09

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 1.00 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 supplying, 51.00 Sqm. 273.71

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

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

a) Dismantling bricks / Stone masonry, PCC Kerb Median 621.00 Cum. 418.97

b) Dismantling of Concrete Structures 350.00 Cum. 952.51

c) Scarifying existing Approaches flexible pavement. 348.00 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 stacking 30.00 Kg 3.94

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.

Section - (2) FOUNDATION & SUBSTRUCTURE

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

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. 982.00 Cum. 523.28

b) Depth from 3.0m.to 6.0m. 107.00 Cum. 613.92

c) Depth from 6.0m.to 9.0m. 50.00 Cum. 677.18

6 Excavation in large boulders and soft rock by welding 523.00 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 in 129.00 Cum. 3583.27

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 416.00 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 262.00 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 174.00 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 14.00 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 384000.00 Cucm 0.90

elastomeric bearings as per detailed drawaings.

14 Providing and placing in position High Yield Strength 145.00 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 @ 427.00 Sqm. 630.24

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 863.00 Cum. 478.82

returns in layers as directed

17 Providing and laying 600 mm thick filter media behind 241.00 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- 302.00 Cum. 5963.04

cast 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 52.00 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 drawing.

20 Providing and applying one coat Epoxy Phenolic primer of 2333.00 Sqm. 676.70

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 44.00 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 11.00 Meter 3361.28

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

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

25 Steel work, welded in built up sections framed work 89.00 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 77.00 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 35.00 Cumt 5267.15

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

28 Providing and casting insitu controlled cement concrete 46.00 Rmt 1252.40

M-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 24.00 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 drawing.

30 Providing and applying one Primer Coat and two coats of 387.00 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 30.00 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 16.00 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 Engineer.

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.

34 Providing and fixing in position Modular Strip seal 51.00 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 charge.

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 182.00 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 chamber 2004.00 Cum. 112.02

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 1014.00 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. 710.00 Cum 103.26

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

40 Providing, laying and compacting natural gravel and sand 362.00 Cum 928.19

(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 290.00 Cum 938.29

42 Providing and laying wet mix macadam base course 250 362.00 Cu.m 1175.64

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.

43 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 specification.

75mm Thick 119.00 Cum 6402.39

44 Providing and laying bituminous concrete 40mm Thick with 67.00 Cum 8058.79

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

45 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

46 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.

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

47 Providing and fixing guard stone as per IRC type design 50.00 Nos. 350.80

including white washing, etc. complete including fixing in

48 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.

49 Road marking with hot applied thermoplastic paints with 142.00 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 130 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

50 Providing and fixing MS Anchor Plates of size 250 x 250 x 4.00 Nos. 1212.00

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.

51 Providing and laying Double Walled Corrugated Pipes 82.00 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.

52 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.

53 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)

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

54 Cat eye/Road stud/ RPM:Supplying of Twin Shanks Raised 77.00 Nos. 326.23

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.

55 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 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:

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 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 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 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

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 8.00 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

AH. Operating temparature 0 to 50 C, Humidity 93% EH

(NC) complete with Installation.

56 Supplying & laying of Uni-Axial / Bi-axial extruded high 2058.00 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.

57 Providing and laying chequered terrazo tiles 28mm thick 77.00 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

Rupees Three Crore Sixty Eight Lakh Sixty Three Thousand One Hundred Seventy Six and Paise Five Only.

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

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

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 steel work (including dismentling and stacking the materials with all lead and lift)

materials recovered Rs.363600.00 from the contractor’s Running Account (R.A.) 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

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

(State) Narmada Narmada