MMGSY

BILL OF QUANTITIES

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

1 Clearing and grubbing of road land incl.uprooting rank 3.42 One 28455.09

vegetation, grass, bushes, shurbs, saplings and trees girth Hect.

upto 300mm removal of stumps of trees cut earlier and

disposal of unserviceable materials © By mechanical

means in area of Light jungle.

2 Earthwork for embankment including breaking clods, 5101.00 One 157.91

dressing with all lead and lift (excluding watering and Cum

consolidation) Selected soil from borrow area within land

width from 1 km lead, Executed with machineries

(selected soil to be used for earthwork shall be from

Borrow Area only having CBR not less than 6.00%)

3 Box cutting the road surface to proper slope and camber 58.00 One 109.41

for making a base for road work including removing the Cum

excavated stuff and depositing on the road side slopes as

directed upto 50 mts. lead

4 Earthwork in cutting in all sorts of soil and soft Murrum 315.00 One 134.12

including conveying and spreading the suff embankment Cum

as and where directed within 200 meters from the end of

the cutting with all required lead and lift.

5 Providing, laying, spreading and compacting of Quarry 538.00 One 423.49

spall including spreading,Rolling Watering etc with all Cum

6 Scarifying graveled macadam or Bitumen macadam 6960.00 One 41.60

surface 6cm to 10cm depth including stacking useful Sqm

materials on road side and disposing off remaining stuff.

7 WBM Grading 1 Providing, laying, spreading and 1820.00 One 1515.62

compacting stone aggregates of 90 to 45mm sizes to Cum

water bound macadam specification including spreading

in uniform thickness, hand packing, rolling with smooth

wheel roller 80-100 kN in stages to proper grade and

camber, applying and brooming, stone

screening/bindingmaterials to fill-up the interstices of

coarse aggregate, wateringand compacting to the

required density grading I as per TechnicalSpecification

Clause 405. By Manual Means

8 Rolling and Watering of earthwork in layers with 4936.00 One 22.96

vibratory roller including filling in depression which Cum

occur during the process as directed.

9 Providing and applying primer coat with bitumen 17400.00 One 37.16

emulsion RS on prepared surface of granular base Sqm

including clearing of road surface primer at the rate of

0.75kg/sqm using mechanical means

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

10 Providing,laying & rolling 50 mm thick compacted 4749.00 One 2647.18

Bitumeneous Macadam (B.M.) in one layer with B.T. MT

aggregates as specified and using RS-1 Emulsion for tack

coat at the rate of 2.50 Kg /10Sqm.on B.T.Surface (As per

IRC-16) and using bitumen grade VG-30 for mixing with

aggregate at the rate of 3.40% i.e. 34.00 kg/MT of total

mix,,, including heating and mixing in Drum mix plant

and spreading the same by Paver finisher and

consolidation with Vibratory roller including necessary

including cost of Hire charges, firewood, oil, Lubricants,

labour charges, etc.by using Drum mix plant,

machineries and equipment, tools etc. complete in

accordance with the requirement of specification

11 Providing and laying and rolling of 20mm thick 1987.00 One 3129.97

compacted mix seal surface with B.T.and aggregate as MT

specified using bitumen VG-30 for mixing with aggregate

at the rate of 5.10% i.e. 51.00kg/ M.T. of total mix,

including heating and mixing in drum mix plant and

spreading the same by paver finisher and consolidation

with vibratory roller including necessary firewood, oil,

lubricants, labour charges,including flushing of sand

cum/10sqm. etc complete in accordance with the

requirement of specification

12 Excavation for foundation upto 1.5 m depth including 984.00 One 253.88

sorting out and stacking of useful materials and Cum

disposing of the excavated stuff upto 50 mtr lead. Dense

13 Excavation for foundation upto 1.5m depth including 896.00 One 432.61

sorting out and stacking of useful materials and Cum

disposing of the excavated stuff upto 50 mtr lead. Hard

14 Excavation of foundation in hard murrum and boulders 207.00 One 611.32

and very stiff or sticky clays and other similar strata Cum

including shorting out and struting and dewatering as

necessary and disposing of the excavated stuff as

15 Excavation in large boulders and soft rock by wedging 269.00 One 716.55

including shoring, strutting and dewatering as necessary Cum

and disposing of the excavated stuff as directed,

16 Excavation in hard rock by dry-wet blasting and 77.50 One 1675.31

chiseling including dewatering preparing foundation Cum

base by proper benching and stepping and disposing of

the excavated stuff as directed (B) Blasting prohibited.

17 Providing and fixing Mild steel dowel bar of minimum 54.00 One 450.07

32mm dia. For anchoring by drilling holes in foundation Rmt.

strata including necessary bending, hooking of dowel

bars and grouting the holes complete as per detailed

drawing and as directed.

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

18 Providing and cast in situ Ordinary Cement Concrete M- 51.40 One 4364.80

200 for average 75/150/200mm thick wearing coat laid Cum

as directed incuding. tamping, vibrating, finishing,

curring and filling in joints with bitumen complete.

19 Providing and filling in foundation with ordinary cement 347.50 One 3345.92

concrete M-100 mix and providing necessary vertical pin Cum

headers incl. Formwork, vibrating, ramming and curing

20 Construction of concrete road using tremix system with 42.00 One 6302.85

20cm/15cm thick Controlled C.C. M-200 concrete mixing Cum

conplast P-211 water reduction admixure @ 100ml/bag

of cement and hardner 62.50ml. /bag using fixing and

removing "C" channels of required road depth levelling if

placed concrte with surface vibrator, finishing the surface

with power floater and towel tight brooming as directed

with providing expantion joints 20x200mm and

contraction joints 20x20mm using concrete cutter

machine etc. complete.

21 Construction of concrete road using tremix system with 40.00 One 5367.14

20cm/15cm thick ordinary C.C. M-200 concrete mixing Cum

conplast P-211 water reduction admixure @ 100ml/bag

of cement and hardner 62.50ml. /bag using fixing and

removing "C" channels of required road depth levelling if

placed concrte with surface vibrator, finishing the surface

with power floater and towel tight brooming as directed

with providing expantion joints 20x200mm and

contraction joints 20x20mm using concrete cutter

machine etc. complete.

22 Providing and casting in situ controlled cement concrete 301.30 One 5227.36

M-20 for R.C.C. work in Pier, Abutment, Return & Riding Cum

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. (1) Piers

(2)Abutment (3) RCC return

23 Providing and casting in situ Contolled Cement concrete 24.40 One 5307.46

M 20 mix for R.C.C. works in pier cap, abutment cap, and Cum

dirt wall including controlled cement concrete M 25 bed

block or pedestals for required size below bearings as per

detailed drawings, centering, shuttering, scaffolding

wherever necessary laying, vibrating, curing and

finishing complete.

24 Providing and casting in situ Controlled cement concrete 95.30 One 5457.74

M 25 for R.C.C. Solid slab including centering, Cum

scaffolding, curing and finishing complete.

25 Providing and casting in situ Contolled cement concrete- 20.80 One 5158.72

M-20 for Approach slab including formwork, curing Cum

and finishing complete.

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

26 Providing and casting in situ Controlled cement concrete- 5.04 One 4869.02

M-20 Kerb/Kerb blocks including formwork,curing and Cum

finishing complete.

27 Providing and laying weep hole in Abutment and 1115.00 One 61.46

returns by using A.C. pipe of 100mm. Incl. fixing in No

proper grade and jointing the complete as per detailed

28 Providing and laying filter media 600mm. thick directed 62.20 One 1239.35

at the back of abutments, returns and wing walls as per Sqm

detailed specifications.

29 Providing and fixing in position Mild steel dowel bars in 18.00 One 341.29

pier cap or abutment caps for anchorage in fixed end as No

per detailed drawings including cutting bending and

welding complete.

30 Providing and fixing in position Mild steel dowel bars in 18.00 One 399.70

pier cap or abutment caps for anchorage in free end as No

per detailed drawings including cutting bending and

welding complete.

31 Providing and laying in Position FE 500/500D TMT bar 21.140 One 73858.69

reinforcement including cutting, bending, hooking and MT

tying complete as per detailed drawings for the following

(A) Piers (B) Abutments (C) R.C.C. Returns (D) Walls

32 Providing and Fixing in position FE 500/500D TMT bar 16.750 One 73243.01

reinforcement including cutting, bending, hooking, and MT

tying complete as per detailed drawaing (A)RCC kerb (B)

RCC Footpath (C) RCC App. Slab (D) Wearing coat.

33 Construction of Precast R.C.C. railing of M 30 grade 42.00 One 1657.46

concrete having 2-tire (Row) of hand pail dimension as Rmt.

shown on detail drawing and vertical posts not to exceed

2.0m including necessary TMT steel, formwork, painting

with weateherproof paint, supoplying of all materail,

labour etc. complete as per instruction of Engineer-in-

34 Providing 12mm Thick Pre-moulded asphalt filler joints 50.60 One 703.53

as per drawings. Sqm

35 Providing PVC 100mm. Diameter water spouts including 80.00 One 159.37

necessary iron gratings as per drawings. No

36 Filling available excavated earth (excluding rock ) in 2160.00 One 136.92

trenches plinth sides of foundation etc. in layers not Cum

exceeding 20cm in depth consolidating each deposited

layer by ramming and watering.

37 Supplying and fixing reinforced concrete heavy duty 95.00 One 3469.25

nonpressure pipes with collars for culverts carrying Rmt.

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

38 Supplying and fixing reinforced concrete heavy duty 30.00 One 5560.01

nonpressure pipes with collars for culverts carrying Rmt.

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)1200mm. Dia

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

39 Dismantling the existing structure including removing 67.00 One 409.22

and stacking the dismantled materials as and where Cum

directed. Stone masonary.

40 Dismantling the existing structure including removing 134.50 One 930.35

and stacking the dismantled materials as and where Cum

directed. RCC Work.

41 Removing all types of Hume pipes and stacking within a 47.00 One 399.13

lead of 1000m including earthwork and Dismantaling of Rmt.

Masonary works as per technical Specification Clause

42 Demolition and disposal of un serviceable materials with 145.00 One 623.01

all lead and lift (ii) Un reinforced cement concrete Cum

43 Providing temporary diversion suitable for traffic during 220.00 One 708.61

the construction period of the bridge/ cd work by Rmt.

levelling existing ground and supplying and spreading

quarry spall in layers etc. complete.

44 Providing temporary all weather and fair weather 80.00 One 1195.34

diversion suitable for traffic during the construction Rmt.

Period of the bridge / Slab drain including providing

necessary drains and all safety measures including,Earth

Work,Quarry Spall,WBM,Guard Stone, red lamps /

signals at night for traffic etc. complete.

45 Providing & casting in situ ordinary cement concrete M- 2956.50 One 3921.64

150 mix and providing necessary pin headers Cum

includingshuttering, scaffolding, laying, vibrating, curing

and finishing complete without V-Groves.(A) Height

from 0.0 M to 5.0 M

46 Providing and cast in situ Controlled Cement Concrete M- 56.10 One 5300.56

20 various thick wearing coat laid as directed incuding. Cum

tamping, vibrating, finishing, curring and filling in joints

with bitumen complete.

47 Providing and cast in situ Ordinary Cement Concrete M- 125.10 One 4364.80

200 75/150/200 mm thick wearing coat laid as directed Cum

incuding. tamping, vibrating, finishing, curring and

filling in joints with bitumen complete.

48 Providing and fixing Precast cement concrete Hectometer 46.00 One 356.49

as per IRC type design incl. painting, lettering etc. fixing No

49 Providing and fixing Precast cement concrete Guard 450.00 One 344.07

stone as per I.R.C. type design including white washing No

etc. complete. fixing C.C. 1:5:10

50 Providing and fixing ordinary Kilometer stone of pre- 14.00 One 704.33

cast C.C. 1:2:4 including necessary reinforcement as per No

I.R.C. type design in C..C. 1:4:8 including painting

lettering etc. complete.

51 Providing and fixing Indicator stone of approve stone as 525.00 One 102.84

per I.R.C. type design in C.C. 1:4:8 including white No

washing etc. complete fixing in earth

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

52 Supplying and fixing Junction Boards of M.S. plates and 9.00 One 5236.69

angles as per I.R.C. design incl;. Fixing in C.C. 1:4:8 with No

necessary excavation painting, figuring, lettering on

boards etc. complete.

53 Providing and fixing Village name Boards as per 8.00 One 3437.59

standard I.R.C. type design of steel plate incl. painting, No

lettering etc. complete with fixing in C.C. 1:4:8 block with

necessary excavation etc. complete (i) Reflective Type.

54 Providing and fixing Road sign of M.S. plate and angle 30.00 One 3072.98

iron incl. painting, lettering etc. complete. fixing in C.C. No.

1:4:8 block with necessary excavation etc. complete as per

IRC type design (i) Reflective Type.

55 Providing and Fixing Flood guage post confirming to 6.00 One 3045.15

IRC 67-2001 using engineering grade retro reflective No

sheeting including lettering and border as directed. For

56 Road marking with hot applied thermoplastic paints 2564.00 One 367.72

with reflectorising glass beads on bitumin surface Sqm

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 130 mcd/m2/lux and Asphalt road

shall be min 100 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.

57 Supplying and fixing cat eye (Stimsonite) made out from 1626.00 One 375.72

Acrilo beautile sterine injuction high compressed No

molding with reflector made of MMC (prismatic type of

size 12cm x 6cm x 2.5cm) provided with bituminous

adhesive 100g. with each unit for fixing. (High Intensity

58 Providing and fixing "W" type metal beam crash safety 20.70 One 3198.67

barrier comprising of single row 3 mm thick galvenized Rmt.

sheet to be fixed on ISMC 150 (150 mm x 75 mm x

mm) series channel vertical post to be spaced 2.0 mtr c/c

to be kept 1.65 mtr height including necessary

foundation, fittings with bolts, painting and Readiam

patta and required all process as per specification and as

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

59 Cautionary warning sign:-Providing & Fixing sign 4.00 One 3808.65

boards made out of 2mm. alluminium sheet size No

90x90x90cms. equilateral triangle as per design of IRC-67-

1977 Pretrated with phospheting process & acid atching :

coated with one coat of apoxy primer and two coats of

best quality epoxy paint, reflectrorised with retro

reflective sheeting as per latest MOSTspecifications.

3.1mt. lomg stand post & frame fabricated from suitable

size iron angle of 35x35x3 mm., 75x75x6mm. required

paited with best quality epoxy coatings in black and

white bends, the detail of symbols for each board shall be

as per the instruction of the engineer in charge. The

fixing at site shall be in C.C. 1:2:4 block of size 45x45x60

cms for each leg, incl. excavation,curing etc. comp.under

the supervision of Engineer - in charge.

(A) Engineer Grade

60 Informatory Signs:-Providing and fixing sing boards 2.00 One 3856.89

made out of 2mm aluminium sheet; size 80 x 60cms. No

rectangle as per the design of IRC-67-1977 pre treated

with phospheting process & acid teching; coated with

one coat of epoxyprimer and two coats of best

qualityepoxy paint; reflectorised with retro refiective

sheeting as per latest M.O.S.T. Specifications; 3.1m long

stand postand frame fabricated from suitable sizeiron

angle of 35 x 35 x 3mm75x75x6mm as required; painted

with best qualityepoxy coatings in black and whitebends.

the details of symbol for eachboard shall details of

symbol for eachboard shall be as per the instruction

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

CC block of size 45 x45 x 60cms. for each leg. including

excavation curing tec. complete under the supervision of

engineer in charge. (A) Engineer Grade(VR

61 Regulatory / Mandatory Signs 8.00 One 3439.80

Providing and Fixing sign boards made out of 2mm No

aluminum sheet : size 60 cms. diamete circle as per

design of IRC-67-1977. Pretreated with phospheting

process andmacid etching : coated with one coat of epoxy

primer and two coats of best quality epoxy paint

reflectorised with retro reflective sheeting as per latest

M.O.S.T specification: 3.1 M. long stand post and frame

fabricated from suitable size iron angle of 35*35*3mm

75*75*6mms. required: painted with best quality epoxy

coatings in black and white bends the details of symbole

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*45*60 cms for each leg: includingexcvation curing

etc. comp.under the supervision of engineer-in-charge.

(A) Engineer grade.

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

62 Bump Ahead Sign : 8.00 One 5045.36

Providing and Fixing sign boards made out of 2mm No

aluminum sheet : size 90*60 cms. rectangle as per design

of IRC-67-1977. Pretreated with phospheting process and

acid etching : coated with one coat of epoxy primer and

two coats of best quality epoxy paint: reflectorised with

retro reflective sheeting as per latest M.O.S.T

specification: 3.1 M. long (2 nos) stand post and frame

fabricated from suitable size iron angle of 50*50*5mm

painted with best quality epoxy coatings in black and

white bends the details of symbole 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*45*60 cms for each leg: including

excvation curing etc. comp.under the supervision of

engineer-in-charge.(B)Engineer grade

63 Hazard Marker sign : 26.00 One 2423.73

Providing and Fixing sign boards made out of 2mm No

aluminum sheet : size 90*30 cms. rectangle as per design

/ Drawing attached (IRC). Pretreated with phospheting

process and acid etching : coated with one coat of epoxy

primer and two coats of best quality epoxy paint:

reflectorised with retro reflective sheeting as per latest

M.O.S.T specification: 3.1 M. long (2 nos) stand post and

frame fabricated from suitable size iron angle of

35*35*3mm and 50*50*5mm : painted with best quality

epoxy coatings in black and white bends the details of

symbole 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*45*60 cms for

each leg: including excvation curing etc. comp.under the

supervision of engineer-in-charge. (B) Engineer grade

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

64 Cautionary Warning Sign-Providing and fixing sign 2.00 One 3906.18

boards made out of 2mm aluminium sheet / 4mm ACP No

(Aluminum composite Panel); size 90 x 190 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

65 Facility Informatory Sign :-Providing and fixing sign 2.00 One 3990.64

boards made out of 2mm aluminium sheet/4mm ACP No

(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 reflectivesheeting 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.

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

66 Regulatory / Mandatory Sign :-Providing and fixing sign 8.00 One 3540.12

boards made out of 2mm aluminium sheet/4mm ACP No

(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

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.

67 Bump Ahed sign :-Providing and fixing sign boards 8.00 One 6397.43

made out of 2mm aluminium sheet/4mm ACP No

(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 * 75 * 6mm / 65 * NB Circular MS

Pipe as required and frame fabricated from suitable size

iron angle of 35 * 35 * 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 * 45 * 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

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

68 Hazard Marker Sign :-Providing and fixing sign boards 8.00 One 3518.68

made out of 2.0 mm aluminium sheet / 4 mm ACP No

(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

69 Chevron sign :-Providing and fixing sign boards made 90.00 One 3711.75

out of 1.5mm aluminium sheet / 3mm ACP (Aluminum No

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 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 besubmitted by contractor. (A)

Class-B Type-4 Retro Reflective sheeting

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

Four Crore Eighty Five Lakh Seventy One Thousand Two Hundred Fifty Three Rupees And

Sixty Five Paisa

I \ We am \ are willing to carry out the work at ……………………… % above \ bellow percent ( Should be

written in figures and words ) of the estimated rate mentioned above. Amount of My \ Our tender works put as

* Estimated Amount * Estimated Amount

Put to tender Rs…………………… Put to tender Rs……………………

Deduct……..……..% Add……..……..%

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.

NOTE: Amount Rs. 47983.15 of Dismentalled materials shall be recovered from 1st R.A. bill of Contractor at once.

Signature of Contractor.

Deputy Executive Engineer Executive Engineer

Panchayat R&B Sub Division Panchayat R&B Division