MMGSY/BUJ

1 Dismentaling the existing structure including 595.50 Cu.m. 930.35

removing and stacking the dismentelled materials

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

2 Clearing and grubbing road land including 1.23 Hectre 28455.09

uprooting rank vegetation grass

bushes,shrubs,sapling and trees girth up to

mm removal of stumps of trees cut earlier and

disposal of unserviceable materials (C) By

mechanical means in area of light jungle.

3 Marking out the centre line of the bridge & 1.00 Each 35350.00

various other component structure & complete

lining out and levelling with the

theodolites, levels including constructing

necessary masonry reference pillars for lines and

levels and establishing necessary bench marks

etc. complete as directed including the cost of

all materials & labour charges etc.

4 Diversion of water course, providing cofferdam 360.00 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 .

Description of Item Quantity Unit Rates Amount

5 Providing flood gauge marks on substructure as 14.94 Rmt 156.34

per design including painting complete.

6 Providing and laying filter media 600mm thick as 91.50 Sq.m 1239.35

directed at the back of abutments, returns and

retaining wall as per detailed specifications.

7 Providing Weep holes in RCC abutment,Return 207.00 Each 56.13

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.

8 Providing and filling sand behind abutments and 173.85 Cu.m. 562.08

between returns in layers as directed

9 Excavation for foundation in sand, gravel, clay 666.28 Cu.m. 511.11

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

10 Excavation in large boulders and soft rock by 336.15 Cu.m. 716.55

welding including shoring, strutting and

dewatering as necessary and disposing of the

excavated stuff as directed.

11 Excavation in hard rock by dry-wet blasting and 336.15 Cu.m. 1675.31

chiselling including dewatering preparing

foundation base by proper benching and stepping

and disposing of the excavated stuff as

directed.(B) prohibited Blasting. work

12 Providing and laying in positions machine mixed 204.74 Cu.m. 3715.79

Plain Ordinary Cement Concrete M15 grade for

leveling course below foundation, approach slab,

etc. at other places as directed by Engineer-in-

charge with graded broken stone aggregate from

6mm to 20 mm including tamping, vibrating,

leveling and curing complete with all formwork,

dewatering wherever required including all

materials, labours, plants, machineries & tools,al

lleads and lifts, etc.complete as per specification.

Description of Item Quantity Unit Rates Amount

13 Providing and cast in situ controlled cement 283.97 Cu.m. 4885.37

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.

14 Providing and placing the reinforcement in 25.02 MT 73858.69

designed position, fixing, lowering in position

TMT bars Fe550 D grade conforming to IS

for foundation of pier, abutment 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

15 Providing and filling trenches of Labour charges- 148.16 Cu.m. 3658.22

Excavator in rocky strata with ordinary cement

concrete M-15

Description of Item Quantity Unit Rates Amount

16 Providing and casting in-situ Reinforced Cement 172.08 Cu.m. 5492.38

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.

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.

For Height 0 .00 to 5.00m

Description of Item Quantity Unit Rates Amount

17 Providing and casting in-situ Reinforced Cement 11.60 Cu.m. 5818.61

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.

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.

Height 5.00 to 10.00m

Description of Item Quantity Unit Rates Amount

18 Providing and casting in-situ Reinforced Cement 90.83 Cu.m. 5572.17

Concrete M30 grade controlled cement concrete

in piercap, abutment cap & dirt 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 client, etc. complete. The

rate is inclusive of all materials, including

necessary mixing in fully automatic batch mix

plant, transport, curing, 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

rectify 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 Rates Amount

19 Providing and placing the reinforcement in 33.61 MT 73858.69

designed position, fixing, erecting or lowering in

position TMT bars Fe550 D grade conforming to

IS1786 for pier, abutment, returns,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.

Blackannealedbindingwireshallnotbeincludedinth

epayingquantity.

3) The work shall be done as per execution

Description of Item Quantity Unit Rates Amount

20 Providing and casting in-situ Reinforced Cement 420.92 Cu.m. 5616.61

Concrete M30 grade controlled cement concrete

in Solid Slab using 6 mm to 20 mm machine

crushed well graded stone aggregate, sand of

approved quality,OPC 53 grade cement with

contractor's own concrete mix design as approved

by client ,etc.complete as per specification.

The rate is inclusive of all materials, including

necessary mixingin fully automatic batch mix

plant, transport, curing, vibrating, placing in

position, scaffolding, staging, shuttering,

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 rectify

to match F3 class finish.

21 Providing and laying TAR paper below solid slab 69.22 sqmt 75.75

22 Providing and casting in -situ controlled cement 44.88 Cu.m. 5292.40

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.

Description of Item Quantity Unit Rates Amount

23 Providing and placing the reinforcement in 36.20 MT 73243.02

designed position, fixing, erecting or lowering in

position TMT bars Fe550 D grade conforming to

IS1786 for superstructure 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 bindingwire,

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) Blackannealed

bindingwireshallnotbeincludedinthepa.

3) The work shall be done as per execution

24 Providing and fixing metal expansion joints as per 50.40 Rmt 2013.95

drawings. Details of expansion joint 50 x 50 x

6mm size two IS and 100 x 6mm MS plate with

x 20 x 25mm long hold fast @ 50 cm / cc on both

sides of expansion joints.

25 Providing and casting in-situ Reinforced 34.35 Cu.m. 5423.70

controlled Cement Concrete M 30 grade with

20mm down coarse aggregate at any level

including shuttering, mixing with batching plant,

placing in position, consolidating with mechanical

vibrators, curing, deshuttering carefully, making

good the damages, fixing embedment, inserts,

pockets, wherever necessary as directed for

Approach Slab including all leads and lifts etc.

complete as per specification and drawing.

Description of Item Quantity Unit Rates Amount

26 Providing and casting in-situ Reinforced 50.32 Cu.m. 5723.67

controlled Cement Concrete M 40 grade for

average 100 mm thick with 20mm down coarse

aggregate at any level including shuttering,

mixing with batching plant, placing in position,

consolidating with mechanical vibrators, curing,

deshuttering carefully, making good the damages,

fixing embedment, inserts, pockets, wherever

necessary as directed for wearing course

including all leads and lifts etc. complete as per

specification and drawing.

27 Providing and placing the reinforcement in 6.10 MT 73243.02

designed position, fixing, erecting or lowering in

position TMT bars Fe550 D for approach slab, &

wearing course grade conforming to IS1786 for

superstructure 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 bindingwire, 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) Blackannealed

bindingwireshallnotbeincludedinthepayingquantit

3) The work shall be done as per execution

28 Providing, fabricating and fixing in position GI 20.00 Each 536.03

Drainage Spout arrangements having 100 mm dia.

Pipe B class with necessary bend, fixing to GI

chamber, GI grating, providing and applying one

coat of primer & two coat of anticorrosive paint,

etc. complete as per drawing and as per

specifications.

Description of Item Quantity Unit Rates Amount

29 Providing and fixing marble slab including 2.00 Each 865.21

engraving letters / numbers, painting complete.

(ii) Size 60cm x 60cm x 4cm

30 Providing and fixing HYSD/TMT dowel bars of 300.00 Rmt 450.07

minimum 32mm dia for anchoring by drilling

holes in foundation stratain cluding necessary

bending,hooking of dowel bars and grouting the

holes complete as per detailed drawing and as

31 Providing and fixing in position Mild steel dowel 66.00 Rmt 341.29

bars in pier caps or abutment caps for anchorage

in fixed end as per detailed drawings including

cutting, bending and welding complete.

32 Providing and fixing in position Mild steel dowel 58.00 Rmt 399.70

bars in pier caps or abutments caps for anchorage

in free end as per detailed drawing including

cutting, bending and welding complete.

33 Providing fusion bonded Epoxy coating not less 99.00 MT 8729.43

than 175 micron thickness and up to 300 micron

to reinforcement bars as per IS-13620-

1993/ASTM-775 M including testing of coating at

plant and all taxes.

34 Providing and laying Extruted Biaxial 281.74 sqmt 156.55

Polypropylene Geogrid 30 KN and thickness of

layer 0.75m up to 3 m height and height between

3 to 6m Extruted Biaxial Polypropylene Geogrid

30 KN and thickness of layer 0.6m as directed by

Engineer In charge and as per detailed

specification

Description of Item Quantity Unit Rates Amount

35 Providing and laying in positions machine mixed 16.20 Cu.m. 3345.58

Plain Ordinary Cement Concrete M10 grade for

leveling course below foundation, approach slab,

etc. at other places as directed by Engineer-in-

charge with graded broken stone aggregate from

6mm to 20 mm including tamping, vibrating,

leveling and curing complete with all formwork,

dewatering wherever required including all

materials, labours, plants, machineries & tools,al

lleads and lifts, etc.complete as per specification.

36 Providing and laying filter media 450mm thick as 114.08 Cu.m 743.61

directed at the back of abutments, returns and

retaining wall as per detailed specifications.

37 Providing and casting in situ controlled cement 400.53 Cu.m. 5227.36

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)

38 Earthwork for embankment includingbreaking 4311.50 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

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

Borrow area within 3.0KM. lead

39 Construction of granular sub-base 150 mm thick 343.00 Cum 649.43

by providing machine crushed B.T. material

satisfying MORT&H specification (Fifth revision)

of grading V including spreading in uniform layer

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 etc. complete.

Description of Item Quantity Unit Rates Amount

40 Construction of concrete road using tremix system 322.00 Cum 6375.12

with 20cm thick CC M 300 Concrete mixing

conplast P-211 water reduction admixture @

ml/bag of cement and harder 62.50ml/bag using

fixing and removing 'C' Channels of required road

depth leveling if placed concrte with surface

vibrator, finishing the surface with power floter

and towel tight brooming as directed with

providing expansion joints 20 x 200mm and

construction joint 20 x 20 mm using concrete

cutter machine etc. complete.

41 Providing and fixing in position FE 500D TMT 8.06 MT 73243.01

bar reinforement including cutting, bending and

tying complete as per detailed drawings. (A)

R.C.C. Road

42 Providing and laying 22.5 cms thick dry stone 841.00 Sq.m. 830.11

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 Murram)

Description of Item Quantity Unit Rates Amount

43 Road marking with hot applied thermoplastic 102.00 Sqm 367.72

paints with reflectorislng glass beads on bitumin

surface. Providing and laying a hot applied

thermoplastic compound 2.5 mm thick includ lng

reflectorlsing glass beads@ 2SOgms per sqm

area, thickness of 2 .5mm is excluding of surface

applied, glass beds as per lRC: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 luminance

coefficient on cement road shall 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 reflectivity shall be

for two years.

44 Cat Eye / Road Stud / RPM: Supplying of Molded 50.00 No. 326.23

Twin Shanks Raised Pavement Markers made of

polycarbonate and ABS moulded body and reflective

panels with micro prismatic lens capable of providing

total internal reflection of the light entering the lens

face and shall support a load of 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 DO III Dt 11.06. 1997. The

height, width and length shall not exceed 20 mm,

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 strength of detachment of the

integrated cylindrical shanks, (of diameter not less

than 19 +/- 2 mm and height not less than 30+/-

mm) from the body is to be a minimum value of

Kgf. Fixing will be by drilling holes on the road for

the shanks to go inside, without nails and using epoxy

resin based adhesive as per manufacturers

recommendation and The color of the marker should

be as per the IRC 35-2015 and as directed by

Engineer-in-charge.

Description of Item Quantity Unit Rates Amount

45 Direction (Junction) Sign :-Providing and fixing sign 2.00 No. 21287.50

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

(Aluminum composite Panel); size 244x122 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 reflective sheeting 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 50x50x5mm;

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 & 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 Rates Amount

46 Cautionary Warning Sign :-Providing and fixing sign 2.00 No. 3906.18

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 reflective sheeting 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 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 & 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 Rates Amount

47 Hazard Marker Sign :-Providing and fixing sign boards 2.00 No. 3518.68

made out of 2mm aluminium sheet / 4mm 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

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 Rates Amount

48 Village name Sign :-Providing and fixing sign boards 2.00 No. 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 Rates Amount

49 Facility Informatory Sign :-Providing and fixing sign 2.00 No. 3990.64

boards made out of 2mm aluminum 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 High Intensity Prismatic

Grade retro reflective sheeting 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 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 & 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 Rates Amount

50 Chevron Sign :-Providing and fixing sign boards made 6.00 No. 3711.75

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

composite Panel); size 60 x 50 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

refiective sheeting 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 best quality 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 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 & 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 Rates Amount

51 Regulatory / Mandatory Sign :-Providing and fixing sign 10.00 No. 3540.12

boards made out of 2mm aluminum 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 High Intensity Prismatic

Grade retro reflective sheeting 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 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 & 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 Rates Amount

52 Type=B THRIE : Metal Beam Crash Barrier Providing 40.00 Rmt 4932.81

and directing a "Thrie" beam metal crash barrier

comprising of 3 mm thick corrugated sheet metal beam

rall, 85 cm above road/ground level, fixed on ISMC

series channel vertical post, 150x75x5mm spaced 2 m

centre to centre, 2 m high with 1.15 m below ground

level. The vertical post fixing at site shall be in M25

grade cement concrete of size35x35x120 cms. for each

post including excavation curing etc.completed. All

steel parts and fitments to be galvanisd by not dip

process all fitings to confirm to IS f367 and IS

metal beam rail to be fixed on the vrtical post with a

spacer of channel section 150x75x5 mm, 550 mm long

completed as per Morth specification cause

including butt welding to all nuts & bolts & including

mm ACM type reflector 100 mm wid & 4.5 m long,

type 4 class B high intensity Grad sheeting as per IRC

67:2012 etc. completed as per instruction of Engineer in

charge. Also radium redyellow color strip of size

100x300 mm shall be fixed on vrtical front side of post

for bettr night visibility. Th spacer post, thrie beam raill

shall be cold roll formed & galvanized with

gm/sq.mtr.

53 Providing , laying, spreading and compacting 94.00 Cum 1271.59

stone aggregate of 90 to 45mm sizes to water

bound macadam Grade I spcification including

spreding in unifrom thcikness, hand packing,

rolling with smoth wheel roller 80-100 KN in

stgae to proper grade and camber , applying and

brooming, stone screenin/binding materail to fill

up the interstics of coarse aggregate.

54 Providing and applying priming coat with 440.00 Sqm 103.15

emulsion SS1 grade at the rate of 7.50 kg/

Sq.mt. including cost of asphalt and preparing the

surface heating, and applying etc. complete.

Description of Item Quantity Unit Rates Amount

55 Providing & Laying 20mm thick mix seal 20.00 MT 4860.12

surfacing using stone chipping and aggregate as

per MORT&H specification and asphalt grade VG-

30 for mixing at the rate of 4.5% of total mix

including heating the ahhrehate and asphalt by

drum mixing plant and including using asphalt

grade VG-30 for tack coat at the rate of

2.5kg/10sq.mt. spreding with vibratory roller

including providing all materials equipments tools

and plants oil, keroscene, firewood , labour

charges etc. complete

56 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

refiective sheeting 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 best quality 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 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 & 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 Rates Amount

57 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 Rates Amount

58 Supplying and fixing reinforced concrete heavy 50.00 Rmt 3271.56

duty non-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)

Deputy Executive Engineer Executive Engineer

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

Lathi Amreli

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 as under.

*Estimated amount *Estimated amount

Put to tender Rs.25394163.85 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

4 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

Allthe tender.

Credit amount of 542872.46/- (Rupees ) shall be recovered from the running bill in which

dismantle item recorde for payment

Signature of Bidder