Reconstruction of High Level Minor Bridge at Ch. 12/4 To 12/5 near Kevadiya Village on Kevadiya-Tanakhala Road. Ta. Garudeshwar. Dist. Narmada.

Name of Work :- Reconstruction of High Level Minor Bridge at Ch. 12/4 To 12/5 near

Kevadiya Village on Kevadiya-Tanakhala Road. Ta. Garudeshwar. Dist. Narmada.

BILL OF QUANTITIES

Memorandum showing item of works to be carried out.

Item Qty. AMOUNT

Item Description Unit Rate

No. Estimated Rs - P

SECTION - 1 : PRELIMINARY WORKS

1 Clearing and grubbing site/road/land [including uprooting Hectare 2.00 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 LS 2.00 23331.00

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

3 Providing and installation of barricades including Sqm. 150.40 273.71

supplying, painting with fluorescent paint and fixing CGI

sheets 24 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 Cum. 312.00 418.97

b) Dismantling of Concrete Structures Cum. 522.00 952.51

c) Scarifying existing Approaches flexible pavement. Sqm. 309.00 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 Kg 30.00 3.94

stacking the materials with all lead and lift and Steel

Material is Property of R&B /Client as directed by

Engineer Incharge.

e) Dismantling barbed wire in fencing including making rolls Rmt. 250.00 69.77

and also including dismentling fencing posts including all

earth work concrete in base and making good the disturbed

Item Qty. AMOUNT

Item Description Unit Rate

No. Estimated Rs - P

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

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. Cum. 2417.00 523.28

b) Depth from 3.0m.to 6.0m. Cum. 442.00 613.92

c) Depth from 6.0m.to 9.0m. Cum. 55.00 677.18

6 Excavation in large boulders and soft rock by welding Cum. 905.00 733.62

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 Cum. 100.00 882.39

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 Cum. 193.00 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 Cum. 341.00 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 Cum. 343.00 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 Cum 71.00 5414.61

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

12 Providing and laying in situ controlled M-40 grade Cum 2.00 5494.40

cement concrete for RCC pedestals over piers and

abutments ,staircase ,including necessary scaffolding

Item Qty. AMOUNT

Item Description Unit Rate

No. Estimated Rs - P

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 placing in position High Yield Strength MT 131.00 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.

14 Providing and laying Tar Paper Bearing below solid slab Sqm. 25.00 47.08

as directed by Engineer in charge.

15 Providing and applying two coat of epoxy coating @ Sqm. 308.00 630.24

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 Cum. 1121.00 478.82

returns in layers as directed

17 Providing and laying 600 mm thick filter media behind Sqm. 182.00 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 Cum. 168.00 5561.06

T-Beam Deck slab and Solid 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

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

19 Providing and placing in position High Yield Strength MT 39.00 86926.66

Deformed (HYSD) bars reinforcement (TMT Fe 550D

Item Qty. AMOUNT

Item Description Unit Rate

No. Estimated Rs - P

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 Sqm. 1023.00 676.70

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 Tonne 200.00 169.92

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 Cum. 50.00 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 Cum. 31.00 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 Meter 24.00 3361.28

and 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

Item Qty. AMOUNT

Item Description Unit Rate

No. Estimated Rs - P

25 Steel work, welded in built up sections framed work Quint. 1.00 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 Sqm 42.00 1135.24

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.

27 Providing and casting insitu controlled cement concrete Cumt 35.00 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 Rmt 28.00 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 MT 17.00 86926.66

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 Sqm. 256.00 122.14

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.

31 Painting two coats (Excluding priming coat) on new steel Sqm. 67.00 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.

32 Providing and fixing 100 mm dia. G.I. Drainage spouts, No. 8.00 536.03

as per MOST Drg. No. SD/303 including grating with

suitable clean out fixtures including all leads and lifts etc.

Item Qty. AMOUNT

Item Description Unit Rate

No. Estimated Rs - P

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.

a) 75 mm dia Rmt. 78.00 223.21

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

necessary HYSD reinforcement, formwork, finishing etc.

complete as directed.

35 Providing & fixing in position 100 mm Dia. A.C. pipes as Nos 184.00 88.76

weep holes in Abutments and Return Walls completed in

all respect as per specification and as directed by Engineer.

SECTION - 5 : APPROACHES & AMENITIES

36 Box cutting the road surface to proper slope, and chamber Cum. 6723.00 112.02

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.

37 Earth work in embankment using selected soil and hard Cum. 3699.00 324.21

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

38 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. Cum 965.00 103.26

39 Providing, laying and compacting natural gravel and sand

(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.

40 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 Cl

[a] For Grading - I Material Cum 895.00 902.94

For Grading - VI Material Cum 599.00 878.70

41 Providing and laying wet mix macadam base course 250 Cu.m 369.00 1138.27

mm thick in two layers as per MORTH specification using

Item Qty. AMOUNT

Item Description Unit Rate

No. Estimated Rs - P

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.

42 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.

For Bridge and Approach portion Cu.m 110.00 6312.50

43 Mixed Seal Surfacing - Providing, laying and rolling of Sq.mt. 2377.00 145.44

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

44 Providing, laying and compacting layer of Quarry spalls Cum 92.00 1101.71

on 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.

45 Providing and laying bituminous concrete 40mm Thick Cu.m 60.43 7945.67

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. 507 complete in all

46 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.)

47 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.

Item Qty. AMOUNT

Item Description Unit Rate

No. Estimated Rs - P

48 Providing and fixing guard stone as per IRC type design Nos. 209.00 350.80

including white washing, etc. complete including fixing in

49 Providing and fixing post and pipe railing as per detailed Rmt 476.00 1210.38

drawing including 3 coats of painting to steel works

50 Providing and laying Pitching on slopes laid over prepared Sq.mt. 496.00 907.99

filter media including boulder apron laid dry in front of toe

of embankment complete as per drawing and Technical

51 Supplying and fixing road sign board of MS Plates and Nos. 10.00 3072.99

angle iron including painting, lettering, etc. complete

including excavation, etc. complete as per IRC type design

- Reflective Type.

52 Road marking with hot applied thermoplastic paints with Sqmt 229.00 367.72

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

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

x 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.

54 Providing and laying Double Walled Corrugated Pipes Rmt 41.00 95.95

(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.

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

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.

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

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)

Item Qty. AMOUNT

Item Description Unit Rate

No. Estimated Rs - P

57 Cat eye/Road stud/ RPM:Supplying of Twin Shanks Nos. 113.00 326.23

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

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.

58 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 Nos 2.00 5906.48

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

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 (Aluminum Nos 2.00 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

Item Qty. AMOUNT

Item Description Unit Rate

No. Estimated Rs - P

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 Nos 2.00 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 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 of flexible Nos 4.00 271.69

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

Item Qty. AMOUNT

Item Description Unit Rate

No. Estimated Rs - P

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 Nos 4.00 268.66

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 Nos 4.00 11766.50

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

to 50 C, Humidity 93% EH (NC) complete with

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

60 Standard Delineator: Providing and fixing of Standard Each 2.00 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

Item Qty. AMOUNT

Item Description Unit Rate

No. Estimated Rs - P

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

61 Supplying & laying of Uni-Axial / Bi-axial extruded high Sqm 2280.00 253.51

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.

62 Providing and laying chequered terrazo tiles 28mm thick Sqm 60.00 795.18

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

63 Supplying and fixing reinforced concrete heavy duty non

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.

64 Diversion Credit

[Materials recovered from Diversion road will be owned

by Contractor after completion of bridge]

As per Latest GR, 70 % Diversion credit has been taken in

Earthwork with murrum and selected soil. Cum. 1625.00 -104.23 -169377.00

Granular Sub - Base - Grading - I Cum. 420.00 -378.14 -158820.48

Granular Sub - Base - Grading - VI Cum. 420.00 -358.45 -150548.58

Quarry spall Cum. 65.00 -129.97 -8447.84

AMOUNT PUT TO TENDER

Rupees Three Crore Fifty Six Lakh Seventy Thousand Six Hundred Fourteen and Paise Eighty Two 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

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

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

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

Rajpipla Narmada Narmada