Widening & Resurfacing Of Dasaj Goga Maharaj Approach Road. Ta. Unjha, Dist. Mehsana (15 Cell Box At Ch: 0+424 To 0+493.336)

No. Rate In

1 Clearing and grubbing road land including 1.33 Hec 28454.99

uprooting rank vegetation grass bushes, shrubs,

sapling and trees girth up to 300 mm removal of

stumps of trees cut earlier and disposal of

unserviceable materials (C) By mechanical means

in area of light jungle.

2 Box cutting the road surface to proper slope and 1276.00 Cum 109.05

camber for making a base of road work

including removing the excavated stuff and

depositing on the road side slops as directed upto

50 mts. Lead.

CBR not less than 6 including breaking clods,

dressing with all lead and lift (including watering

and consolidation) (B) From Borrow area with all

lead and lift

4 Rolling and consolidation using vibratory road 693.23 Cum 33.09

roller 8 - 10 tonne capacity (incl. watering) (A)

Earth work (layer not Exceeding 200mm

thickness)

5 Providing laying spreading and compacting 150 627.00 Cum 1097.87

mm thick granular sub base (G.S.B.) with

specified material MC BT Metal of size 53 to

26.5mm 35%, 26.5mm to 4.75mm 45% and

below 2.36mm stone dust 20% mix (Grade-I)

having C.B.R. not less than 30 incl. mixing the

material at OMC at site and spreading in uniform

layer base and compacting with power roller to

achieve the desired density incl. all materials,

labour and machinery, lighting guarding,

bracketing and maintenance of diversion etc.

complete as per MORT&H clause 401.12.50

6 Provdining and laying W.B.M of B.T.M.C metal 300.00 Cum 1893.75

of size 45 mm to 90 mm size including

Cu.m. stone screening & 0.08 Cu.M. stone dust

as filler including spreading, watering &

consolidation by vibratory roller 80KN to 100KN

static weight.100 mm thick compected

Description of Item Quantity Unit Amount

No. Rate In

7 Provdining and laying W.B.M of B.T.M.C metal 2173.00 Cum 1743.26

of size 45 mm to 63 mm size including

Cu.M. Stone Screeing & 0.08 Cu.M. stone dust

as filler including spreading, watering &

consolidation by vibratory roller 80KN to 100KN

static weight. 75 mm thick compected each of two

8 Providing and laying 37.5mm thick bituminous 627.00 MT 2505.81

spray grout base course using M.C stone

B.Tstone. as per gradation and asphalt VG-30 for

mixing 1.99% of mix i.e 19.90/MT by weight

including heating the asphalt and aggregate by hot

mix hot laid process using drum mix plant

beaching, spreading the same by paver finisher

and consolidation with vibratory roller including

the cost of labour ,oil, lubricants etc. using

contractors own machineries and plant including

applying tack coat over WBM surface

4.0kg/10sqm.

9 Providing and laying 37.50 mm thick B.M. using 666.00 MT 3104.74

M.C stone B.T. stone. as per M.O.R.T. &

H. specification & asphalt for tack coat at the rate

of 2.5 Kg./10 Sqm. with mechanical sprayer &

bitumen grade VG 30 for mixing at the rate

of 34 Kg./ M.T. i.e. 3.40% of total weight of mix

including heating the aggregate and asphalt

in continuous batching drum mix plant and

spreading the same by paver finisher and

consolidation with vibratory roller including

paving all materials equipments, tools &

plants, fire wood, oil, kerosene, labour charges

etc complete using contractor's own machinery

drum mix plant & paver finisher etc. complete.

Description of Item Quantity Unit Amount

No. Rate In

10 Providing and laying 20 mm thick M.S.S. using 381.00 MT 3866.86

B.T. aggregates (As per MORTH & H Gradation)

and asphalt grade VG-30 at the rate of 5.10% of

mix i.e. 51.00 Kg./MT including heating the

asphalt and aggregate by continuous batching

drum mix plant, transporting the mixed material

by tipper trucks and spreading the same by

paver finisher and consolidation by vibratory

roller of 80 to 100 KN static weight

including providing equipment, tools and

plant, firewood lubricants, kerosene, oil,

labour charges using contractor's own

machineries drum mix palnt and paver finisher.

11 Scarifying gravelled macadam or bitumen 6024.00 Sq.m. 41.60

macadam surface 6 cm to 10 cm.depth including

stacking useful materials on road side and

disposing off remaining stuff.

12 Dismentaling the existing structure including 1562.69 Cum 930.23

removing and stacking the dismentelled materials

as and where irected. (A) R.C.C. work

13 Providing and casting in situ Ordinary cement 1259.00 Cum 3958.19

concrete M-200 for R.C.C. Road including

ecessary shuttering laying, vibrating, ramming

and curing complete.

14 Providing and filling in foundation with ordinary 675.58 Cum 3149.40

cement concrete M-100 mix and providing

necessary vertical pin headers including

formwork, vibrating, ramming and curing

15 Providing and fixing in position FE 500D TMT 19.00 MT 73243.02

bar reinforement including cutting, bending and

tying complete as per detailed drawings. (A)

R.C.C. Road

16 Providing and fixing pre-cast concrete kerb stone 1220.00 Rmt 404.05

of gray cement based concrete block 30cm

length,30cm height and 15cm thick of M200

grade concret as per approved design and

including excavation for fixing in proper line and

level,filling the joint with C:M 1:3 (1cement:3fine

sand) etc complete.

Description of Item Quantity Unit Amount

No. Rate In

17 Providing and fixing pre-cast Rubber Dye / steel 1830.00 Sq.m. 699.84

Dye inter locking concrete block 60mm thick with

grade of concrete M300 pnumatic compressed /

vibrated mechanically and as per approved design

Confirming to IS 15658 : 2006 including 35 mm

Sand layer for levelling and filling the joint with

sand in proper line and level as per guidlines of

IRC : SP 63-2018 etc. Complete.

18 Construction of unlined surface drains of average 1557.00 Rmt 52.32

cross sectional area 0.40 sqm in soil to specified

lines, grades, levels and dimensions to the

requirement of clause 301 and 309. Excavated

material to be used in embankment within a lead

of 1000 metres

19 Providing and laying 22.5 cms thick dry stone 1500.00 Sq.m. 930.61

pitching including preparing the surface with

cms thick murrum beding and including watering

and providing 30 cms x 30cms pannel in cement

concrete 1:3:6 at 3.0 meter center to center

vertically & Horizontally and filling the voids of

rubble with quarry spalls and murrum including

ramming and watering with flush pointing on dry

stone pitching and uncoursed stone masonary with

C.M. 1:3 (1 Cement:3 Sand) etc.

complete.(Including Supplying and Spreading

20 Excavation for foundation upto 1.5 m depth 610.40 Cum 253.85

including sorting out and stacking of useful

materials and disposing off the excavated stuff

(B) Dense or Hard soil

21 Providing & filling in foundation with ordinary 377.91 Cum 3519.85

cement concrete M 150 mix and providing

necessary vertical pin headers including formwork

vibrating ramming & curing complete.

22 Supplying and fixing reinforced concrete heavy 20.00 Rmt 659.99

duty non-pressure pipes with collars for culverts

carrying heavy traffic as per IS 458-1991

specifications including setting the pipes in C.M.

1:2 watering and laying (to level or slopes) of

class NP3 of following internal daimeters.(i)

300mm dia.

Description of Item Quantity Unit Amount

No. Rate In

23 Supplying and fixing reinforced concrete heavy 20.00 Rmt 1190.05

duty non-pressure pipes with collars for culverts

carrying heavy traffic as per IS 458-1991

specifications including setting the pipes in C.M.

1:2 watering and laying (to level or slopes) of

class NP3 of following internal daimeters.(i)

450mm dia.

24 Supplying and fixing reinforced concrete heavy 20.00 Rmt 1968.38

duty non-pressure pipes with collars for culverts

carrying heavy traffic as per IS 458-1991

specifications including setting the pipes in C.M.

1:2 watering and laying (to level or slopes) of

class NP3 of following internal daimeters.(i)

600mm dia.

25 Supplying and fixing reinforced concrete heavy 15.00 Rmt 3469.26

duty non-pressure pipes with collars for culverts

carrying heavy traffic as per IS 458-1991

specifications including setting the pipes in C.M.

1:2 watering and laying (to level or slopes) of

class NP3 of following internal daimeters.(i)

900mm dia.

26 Providing and fixing guard stone as per I.R.C. 914.00 Nos 100.97

type design including white washing etc.

27 Providing and fixing Hectometer as per I.R.C. 18.00 Nos 116.08

type design including painting, lettering etc.

28 Providing and fixing ordinary Kilometer stone of 2.00 Nos 704.33

precast C.C. 1:2:4 including necessary

reinforcement as per I.R.C. type design in C.C.

1:4:8 including painting,lettering etc. complete

Description of Item Quantity Unit Amount

No. Rate In

29 Citizen's Information Board - Providing and 1.00 Nos 9816.19

fixing of typical Project information board as per

instruction. Two ACP Sheets of 3 mm thick, of

900 mm x 750 mm size fixed at top & bottom

duly rivetted with MS angles of 25 x 25 x 5 mm

thick M.S. angles shall be welded by two vertical

M.S. angle shall be welded by two vertical M.S.

angle of 5 mm thick to 75 mm x 75 mm of

SWG square tubes posts duly embedded in

cement concrete M-15 grade blocks of 60 x 60 x

75 Cm, below ground level. The letters & figure

of any shade reflectorised with High Inensity

Prismatic Grade Retro Reflective Sheeting of

Type-4 as per ASTM D-4956 and latest MORTH

specifications; All section of framed posts and

steel tube will be painted with primer and two

coats of epoxy paints as per drawing Clause

and Annexure 1700.1 (10.16). (A) Class-B High

intensity Grade Retro Reflective sheeting.

30 Providing and fixing Logo Board of Project 1.00 Nos 2393.70

diamond size (600 x 600mm) 16 gauge & board

plate size (900 x 250 mm) 16 guage thick M.S.

Plate and 2.40 meter deep length single angle 75 x

75 x 6 mm size including fitting in CC Block CC

1:2:4, 30 x 30 x 85 Cm including necessary

excavation, painting, lettering with luminious

colour as per drawing etc.

Description of Item Quantity Unit Amount

No. Rate In

31 Cautionary Warning Sign:- Providing and fixing sign 5.00 Nos 3906.19

boards made out of 2mm aluminium sheet / 4mm ACP

(Aluminum composite Panel); size 90 x 90 x 90 cms.

equilateral triangle as per design of IRC-67-2012. Pre

treated with phospheting process & acid etching; coated

with one coat of epoxy primer and two coats of best

quality epoxy paint ; reflectorised with High Intensity

Prismatic Grade retro refiectivesheeting of Type-4 as per

ASTM D-4956 and latest M.O.S.T.Specifications;

3.6mtr long stand post of Iron Angle 75 x 75 x 6mm /

65NB Circular MS Pipe as required and frame fabricated

from suitable size iron angle of 35 x 35 x 3mm; painted

with bestquality epoxy coatings in black and white

bends. The details of symbol for each board shall be as

per the instruction of engineer in charge. The fixing at

site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms.

for each leg including excavation, curing etc.complete

under the supervision of engineer in charge. A warranty

for 7 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. (B)

Class-B Type-4 Retro Reflective sheeting

32 Distance Informatory / Destination Sign :-Providing and 4.00 Nos 18254.19

fixing sign boards made out of 2mm aluminium sheet /

4mm ACP (Aluminum composite Panel); size 180x120

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 High Intensity

Prismatic Grade retro refiectivesheeting of Type-4 as per

ASTM D-4956 and latest M.O.S.T.Specifications;

4.0mtr (2 Nos.) long stand post of Iron Angle 75 x 75 x

6mm / 65NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle of 50 x 50 x

5mm; painted with bestquality epoxy coatings in black

and white bends. The details of symbol for each board

shall be as per the instruction of engineer in charge. The

fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x

60 Cms. for each leg including excavation, curing

etc.complete under the supervision of engineer in charge.

A warranty for 7 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. (B)

Class-B Type-4 Retro Reflective sheeting

Description of Item Quantity Unit Amount

No. Rate In

33 STOP Sign :-Providing and fixing sing boards made 2.00 Nos 6704.36

out of 4mm ACP (Aluminium Composite Panel); size

90 cms. Octagonal as per design of IRC-67-2012. Pre

treated with phospheting process & acid etching;

coated with one coat of epoxy primer and two coats of

best quality epoxy paint ; reflectorised with High

Intensity Prismatic Grade retro refiective sheeting of

Type-4 as per ASTM D-4956 and latest MORD

Specifications; 3.1mtr long stand post of Iron Angle

75 x 75 x 6 mm / 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 the instruction

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

years for the Retro reflective sheeting from original

manufacturer shall be submitted by contractor. (A)

Class-B Type-4 Retro Reflective Sheeting

34 Village name Sign :-Providing and fixing sign boards 2.00 Nos 6397.43

made out of 2mm aluminium sheet / 4mm ACP

(Aluminum composite Panel); size 90x60 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 High Intensity Prismatic

Grade retro refiectivesheeting of Type-4 as per ASTM D-

4956 and latest M.O.S.T.Specifications; 3.3mtr long

stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular

MS Pipe as required and frame fabricated from suitable

size iron angle of 35 x 35 x 3mm; painted with

bestquality epoxy coatings in black and white bends. the

details of symbol or inscription / numerals for each

board shall be as per the instruction of engineer in

charge. The fixing at site shall be in 1:2:4 CC blockof

size 45 x 45 x 60 Cms. for each leg including

excavation, curing etc.complete under the supervision of

engineer in charge. A warranty for 7 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. (B) Class-B Type-4 Retro

Reflective sheeting

Description of Item Quantity Unit Amount

No. Rate In

35 Chevron Sign :Providing and fixing sign boards made 30.00 Nos 3711.75

out of 1.5mm aluminium sheet / 3mm ACP (Aluminum

composite Panel); size 60x50cm 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 High Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as per ASTM D-4956 and

latest M.O.S.T.Specifications; 3.3 mtr long stand post of

Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as

required and frame fabricated from suitable size iron

angle of35x35x3mm; painted with bestquality epoxy

coatings in black and white bends. the details of symbol

or inscription / numerals for each board shall be as per

the instruction of engineer in charge. The fixing at site

shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for

each leg including excavation, curing etc.complete under

the supervision of engineer in charge. A warranty for

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-B Type-4 Retro Reflective sheeting

36 Hazard Marker Sign :-Providing and fixing sign boards 2.00 Nos 3518.69

made out of 2.0 mm aluminium sheet / 4 mm ACP

(Aluminum composite Panel); size 90x30 cms.

rectangular as per design of IRC-67-2012. Pre treated

with phospheting process & acid etching; coated with

one coat of epoxy primer and two coats of best quality

epoxy paint ; reflectorised with High Intensity Prismatic

Grade retro refiectivesheeting of Type-4 as per ASTM D

4956 and latest M.O.S.T.Specifications; 1.8mtr long

stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular

MS Pipe as required and frame fabricated from suitable

size iron angle of 35 x 35 x 3mm; painted with

bestquality epoxy coatings in black and white bends.

The details of symbol for each board shall be as per the

instruction of engineer in charge. The fixing at site shall

be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each

leg including excavation, curing etc.complete under the

supervision of engineer in charge. A warranty for 7 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. (B)

Class-B Type-4 Retro Reflective sheeting

Description of Item Quantity Unit Amount

No. Rate In

37 Regulatory/Mandatory signs :-Providing and fixing sing 5.00 Nos 3540.12

boards made out of 4mm ACP (Aluminium 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

High Intensity Prismatic Grade retro reflective sheeting

of Type-4 as per ASTM D-4956 and latest MOST

Specifications; 3.6mtr long stand post of Iron Angle 75 x

75 x 6 mm / 65NB Circular MS Pipe as required and

frame fabricated from suitable size iron angle of 35 x

x 3mm; painted with best quality epoxy coatings in

black and white bends. The details of symbol for each

board shall be as per the instruction 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 7 years for the Retro

reflective sheeting from original manufacturer shall be

submitted by contractor. (A) Class-B Type-4 Retro

Reflective Sheeting

38 Road marking with hot applied thermoplastic 596.00 Sqm 367.72

paints with reflectorising glass beads on bitumin

surface providing and laying a hot applied

thermoplastic compound 2.5 mm thick including

reflectorising glass beads @ 250gms per sqm

area, thickness of 2.5mm is excluding of surface

applied glass beds as per IRC:35- 2015. The

finished surface to be level, uniform and free from

streaks and holes. zebra patta /bump patta

lane/center line/ edge line/cut patta. The white

color marking should provide liminance

coefficinet on cemend road shalll be min

mcd/m2/lux and Asphalt road shall be min

mcd/m2/lux during the service life during the day

time. The marking should meet the performance

criteria for night time reflectivity, wet reflectivity

and skid resistance as mentioned in the section-15

of IRC 35-2015. Warranty for the Retro

reflectivity should be two years.

Description of Item Quantity Unit Amount

No. Rate In

39 Cat Eye / Road Stud / RPM: Supplying Raised 223.00 Nos 217.40

Pavement Markers made of polycarbonate and

ABS moulded body and reflective panels with

Micro prismatic lens (No Glass bead lens)

capable of providing total internal reflection of

the light entering the lens face and shall support a

load of 13635 kgs. tested in accordance to ASTM

D 4280 Type H and complying to Specifications

of Category A of MORTH Circular No

RW/NH/33023/10-97 Ð DO III Dt 11.06.

The height, width and length shall not exceed

mm, 130 mm and 130 mm and with minimum

reflective area of 13 Sqcm on each side and the

slope to the base shall be 35 +/- 5 degree. The

body of the marker should having finger grip for

easy and accurate placement and application with

epoxy / bituminous Adhesive as recommended by

the manufacturer of the marker. The color of the

marker should be as per the IRC 35-2015 and as

directed by Engineer-in-charge.

40 Providing and laying filter media 600mm thick as 1273.25 Sq.m. 1238.93

directed at the back of abutments, returns and

retaining wall as per detailed specifications.

41 Providing Weep holes in RCC abutment,Return 1273.75 Each 86.73

wall and retaining wall with 100 mm dia PVC

pipe and non-corrodible grating and geotextile,

extending through the full width of the structure

with slope of 1V:20H etc. complete as per

drawing and technical specification.

42 Providing and filling sand behind abutments and 1490.95 Cu.m. 448.54

between returns in layers as directed

43 Excavation for foundation in sand, gravel, clay 5049.14 Cu.m. 511.45

soft soils and murrum etc. including shoring,

strutting dewatering as necessary and disposing of

the excavated stuff as directed.(A)Depth upto

M. and lead upto 100m for 10 Cum

Description of Item Quantity Unit Amount

No. Rate In

44 Providing and cast in situ controlled cement 684.58 Cu.m. 4655.09

concrete of M-30 grade as per relevent code for

reinforced cement concrete with 20mm down

graded crushed stone aggregates of required size

in foundation of pier & abutment etc. & Sub-

structure including form work shuttering and

supporting arrangement (excluding cost of

reinforcement ) and transporting concrete from

batching plant by transit mixture, placing it in

position, Compacting with needle Vibrator

including Curing with all labour, material,

machinery, all lead, lift etc complete as per

drawing and Technical specification.

45 Providing and placing the reinforcement in 20.34 MT 73858.69

designed position, fixing, lowering in position

TMT bars Fe500 D grade conforming to IS

for foundation of pier, abutment & retaining wall

etc at all levels. The rates includes for supply,

loading, unloading, transporting to site, cutting,

bending, hooking, placing, tying in position with

contractor's own black annealed binding wire,

welding, etc. Welding and supporting in position

to ensure lines and levels during concreting,

maintaining proper cover / spacing, all leads &

lifts,etc. including contractor's own equipment,

labour, supervisor, taxes, machineries, etc.

complete as per drawings and specification.

1) The waste cut pieces and laps shall not be

included in the paying quantity.

2) Black annealed binding wire shall not be

included in the paying quantity.

3) The work shall be done as per execution

Description of Item Quantity Unit Amount

No. Rate In

46 Providing and casting in-situ Reinforced Cement 725.04 Cu.m. 5264.12

Concrete M30 grade controlled cement concrete

in pier, abutment, return wall etc. using 6mm to

20mm machine crushed well graded stone

aggregate, sand of approved quality, OPC53 grade

cement with contractor's own concrete mix design

as approved by PWD, etc. complete. The rate is

inclusive of all materials, including necessary

mixing in fully automatic batch mix plant,

transporting concrete by pontoon or tug boats etc,

curing,dewatering, vibrating, placing in position,

scaffolding, staging, shuttering, formworks,

deshuttering carefully, making good the

damages,fixing embedment, inserts, pockets,

wherever necessary, with all lead and lift with

contractor's labour,tools & plants, machineries, as

required, with F3 type exposed concrete finish

and form mark. Any honeycombing / Undulation

found shall be rectified

to match F3 class finish. Note:- Rates in items

shall include cost of providing grooves, chamfers,

moulding, cut-out etc. in formwork. The work

will include placing in position of necessary

fixtures, sleeves for various purposes, etc.

complete as per drawings, specifications and as

directed by the Engineer in charge. The rate shall

also include preparation of construction joints as

per specifications and provide approved wire

mesh/weld mesh at such location as approved by

the Engineer-in-charge or as shown in drawings.

Description of Item Quantity Unit Amount

No. Rate In

47 Providing and placing the reinforcement in 25.51 MT 73858.69

designed position, fixing, erecting or lowering in

position TMT bars Fe500 D grade conforming to

IS1786 for pier, abutment, returns, retaining wall

etc all categories & depth, at all levels. The rates

includes for supply, loading, unloading,

transporting to site, cutting, bending, hooking,

placing, tying in position with contractor's own

black annealed binding wire, welding, etc.

Welding and supporting inposition to ensure line

sand levels during concreting, maintaining proper

cover / spacing, all leads & lifts, etc. including

contractor's own equipment, labour, supervisor,

taxes, machineries, etc. complete as per

drawings and specification.

1) The waste cut pieces and laps shall not be

included in the paying quantity.

2) Black annealed binding wire shall not be

included in the paying quantity.

3) The work shall be done as per execution

48 Metal Beam Crash Barrier 280.00 Rmt 3468.34

Type - A, "W" : Metal Beam Crash Barrier

(Providing 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

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,

mm long complete as per clause 810)

49 Providing and casting in situ Ordinary cement 363.77 Cu.m. 4170.29

concrete M-200 for R.C.C. wall including

necessary shuttering laying, vibrating, ramming

and curing complete.

50 Providing and laying in position FE 500D TMT 6.09 MT 73858.69

bar reinforcement including cutting, bending,

hooking and tying complete as per detailed

drawings for the following.(A) Piers (B)

Abutments (C) R.C.C. Returns

Description of Item Quantity Unit Amount

No. Rate In

51 Providing flood gauge marks on substructure as 19.76 Rmt 165.69

per design including painting complete.

52 Diversion of water course, providing cofferdam 416.00 Cum 177.91

and bund or island as may be necessary for

foundation and maintaining the same for the

period as may be necessary. (A) Diversion by

Channel (F) Abutment Left (including returns/

wing walls) Preparing Earthen Bund with

earthwork for embankment including breaking

clods, dressing with all lead and lift and including

watering rolling and consolidation of subgrade in

layer sat O.M.C. to required dry density including

filling thede pression which occurduring the

processusing power roller 8T to 10T. (E) From

Borrow area within 3.0KM. lead for construction

period after finishing of work site to be cleared by

as directed by Engineer in Charge.

53 Providing and Casting in situ controlled Cement 206.27 Cum 4390.77

Concrete M-200 for Floor Appron and cutt-off

walls including necessary shuttering laying,

vibrating, ramming and curing complete.

54 Providing and placing in position FE 550D bar 75.84 MT 78362.28

reinforcement for following items including

cutting bending hooking and tying complete as

per detailed drawing. For Foundation & Sub-

Structure.

55 Providing and casting in situ controlled cement 291.34 Cum 5408.57

concrete M-300 for R.C.C. solid slab including

centering, scaffolding, curing and finishing

56 Providing and casting in-situ controlled cement 58.73 Cum 5494.94

concrete M-400 for average 100 mm thick

wearing coat laid as directed including tamping,

vibrating finishing curing and filling in joints with

bitumen complete.

57 Providing and casting in-situ ordinary cement 23.42 Cum 5194.50

concrete M-300 for approach slab including

formwork curing and finishing complete

Description of Item Quantity Unit Amount

No. Rate In

58 Providing and casting in -situ controlled cement 51.68 Cum 5084.17

concrete of M 40 grade for RCC crash Barrier

with 20 mm down coarse aggregate of the

required size including formwork, shuttering,

placing in position, consolidation with mechanical

vibrators curing finishing, deshuttering carefully,

marking good the damages, fixing embedment,

inserts, pockets, wherever necessary as directed

and as per drawing with F3 type exposed concrete

finish and formwork as directed by Engineer - in -

charge, etc. complete as per specification.

59 Providing and placing in position FE 550D TMT 39.09 MT 77746.61

bar reinforcement including cutting, bending,

hooking, and tying complete as per detailed

drawing.(A) Solid Slab.

60 Providing anti-Corrosive tratment to HYSD 107.71 MT 8729.43

reinforcement With Fusion Bonded Epoxy

Coating(FBEC) (To Be taken as per the prevailing

market rates).

61 Providing PVC 100 mm diameter water spouts 30.00 No. 159.37

including necessary iron grating as per drawings.

62 Providing & fixing in position PVC water stop in 24.00 R.mt. 607.01

wing wall with 25mm wide expansion joint as

shown in drawing including filling the joint with

asphalt pad or bituminous or cork board approved

quality 300 mm wide PVC water stoper

63 Providing and casting in situ controlled cement 20.40 Cu.m. 5270.46

concrete M-300 for R.C.C. return as per drawings

including centering shuttering, scaffolding where

necessary, laying vibrating, curing and finishing

complete. (B) Height from 5.0 to 10.0 M. (1)

Piers (2) Abutment (3) RCC return

64 Providing Pre-moulded asphalt filler joints as per 100.00 Rmt 703.53

drawings.(A) 12mm

65 Providing and casting in situ controlled cement 853.38 Cu.m. 4998.82

concrete M-20 for R.C.C. return as per drawings

including centering shuttering, scaffolding where

necessary, laying vibrating, curing and finishing

complete.(A) Height from 0.0 to 5.0 M.(3) RCC

return (upto 10 ton)

Description of Item Quantity Unit Amount

No. Rate In

66 Earthwork for embankment including breaking 1877.34 Cu.m. 177.91

clods, dressing with all lead and lift and including

watering rolling and consolidation of subgrade in

layers at O.M.C. to required dry density including

filling the depression which occur during the

process using power roller 8T to 10T.(E) From

Borrow area within 3.0KM. lead

67 Providing and applying coat with VG-30 grade at 550.00 Sqm 27.08

the rate of 4.0 kg/ 10 Sq.mt. including cost of

asphalt and preparing the surface heating, and

applying etc. complete. WBM Surface

68 Men at work (Heavy) sign :-Providing and fixing sign 2.00 No 9148.15

boards made out of 2mm aluminium sheet / 4mm ACP

(Aluminum composite Panel); size 120cm x 90cm as per

design of IRC-67-2012. Pre treated with phospheting

process & acid etching; coated with one coat of epoxy

primer and two coats of best quality epoxy paint ;

reflectorised with High Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as per ASTM D-4956 and

latest M.O.S.T.Specifications; 3.6 mtr long stand post (2

Nos.) of Iron Angle 75 x 75 x 6mm / 65NB Circular MS

Pipe as required and frame fabricated from suitable size

iron angle of 50x50x5mm; painted with bestquality

epoxy coatings in black and white bends. the details of

symbol or inscription / numerals for each board shall be

as per the instruction of engineer in charge. The fixing at

site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms.

for each leg including excavation, curing etc.complete

under the supervision of engineer in charge. A warranty

for 7 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. (B)

Class-B Type-4 Retro Reflective sheeting

Description of Item Quantity Unit Amount

No. Rate In

69 Diversion Ahead Sign :-Providing and fixing sign boards 2.00 No 9867.07

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 High Intensity Prismatic

Grade retro refiectivesheeting of Type-4 as per ASTM D-

4956 and latest M.O.S.T.Specifications; 3.1 mtr long

stand post (2 Nos.) of Iron Angle 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 for each board shall be as per the

instruction of engineer in charge. The fixing at site shall

be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each

leg including excavation, curing etc.complete under the

supervision of engineer in charge. A warranty for 7 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. (B)

Class-B Type-4 Retro Reflective sheeting

Description of Item Quantity Unit Amount

No. Rate In

70 Supplying and fixing reinforced concrete heavy duty non- 60.00 Rmt 3271.56

pressure pipes with collars for culverts including setting

and joining the pipes in C.M. 1:2 watering and laying

(To level of slops of I.S. 458 / 1971 Class NP3 casted by

vertically vibrated technology of following internal

diameter. (v) 900 mm dia.

Deputy Executive Engineer Executive Engineer

Panchayat ( R&B ) Sub Division Panchayat (R&B) Division

Mehsana Mehsana

I/We am/are willing to carry out the work at ………………………………………………..% above/below (percent

should be written in figures and words) of the estimated rates mentioned above. Amount of my/our tender works out

*Estimated amount *Estimated amount

Put to tender Rs.62996542.23 Put to tender Rs.

Deduct ……. % below Rs……………………..…. Add ……. % Avove Rs…………..….

Net Rs. …………………….… Total Rs. ………….…

In words ………………….……………… In words ………………….…………………

*( please strike out whichever is not applicable)

The Contractor shall exhibition board with detailed specification and details of work as directed by the

Engineer – In – Charge for which no extra payment shall bemade.

2 The labourcess 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.

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 the

reisa 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.

All Credit amount of 65859.80/- (Rupees ) shall be recovered from the running bill in which dismantle item

recorde for payment.

Signature of Bidder