Road

Name of Work :- Resurfacing of Khambhaliya Vajdi Nana Kotada Mota Kotada Road Ch.00/000 to 14/000

Km. Taluka:Visavadar, Dist.Junagadh.

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 0.41 One 28455.09

rank vegetation, grass, bushes, shurbs, saplings and Hect.

trees girth 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, 4125.00 One 177.91

dressing with all lead and lift and including watering Cum

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 Box cutting the road surface to proper slope and 540.00 One 109.41

camber for making a base for road work including Cum

removing the excavated stuff and depositing on the

road side slopes as directed upto all lead.

4 Supplying and stacking Hard Murram for side sholder 3662.36 One 487.83

including spreading, etc. Complete. Cum

5 Granular Sub-base 577.50 One 906.98

Construction of 100mm Granular Sub base Grade-II Cum

C.B.R. not less than 30% by providing coarse graded

materials, consisting B.T. crushed stone aggregate &

combination of sand stone dust/grit spreading in

uniform layers with mortor grader on prepared

surface mixing by mix in place method with rotavator

at OMC to required density including filling the

depression which occur during the process using

vibratory roller 8 T to 10 T complete as per clause

6 Providing and laying Bituminous Grout 37.5 3650.00 One 2167.46

mm thick compacted with asphalt VG-30 grade at the MT

rate of 1.99% by weight of total mix with RS1 tack coat

at 2.50 Kg/10 Sqmt. On existing B.T/ Metal. surface

and using B.T. chips of required gradation including

cleaning & heating the aggregate and asphalt by

Drum Mix Plant & spreading the same by paver

finisher & consolidation with vibratory road roller

including providing all materials, equipments, tools,

plants, fire wood, kerosene, oil and labor charges etc.

comp. (using by contractor own machineries).

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

No. reference to book of Specification) Figures

7 Providing and laying 37.5 mm thick Bituminious 3650.00 One 2815.88

Macadam (B.M.) in one layers on the existing B.T. MT

surface using stone chips as per gradation and using

Emulsion RS1 for tack coat at rate of 2.5 kg/10 sq.m.

on B.T. surface and Bitumen VG-30 34KG/MT by

weight of total mix by using stone chips as per MORT

& H specification including heating asphalt and

aggregrates by Drum mix plant and spreading by

paver finisher to the required grade, level and

alighnment and rolled including consolidation with

vibratory road roller as per clasuses 501.6 and 501.7 to

achieve the desired compaction and providing,

operating plant machineries, equioments, tools,

plants, oil fire wood, keresone and all labour

charges etc.complete

8 Providing and laying 20 mm thick average Mix 2056.00 One 3425.92

sealsurface using stone chips dust as per gradation MT

and using bitument for mixing VG-30 at the rate of not

less than 50.90Kg / M.T. on BT surface using stone

chips as per M.O.R.T.H specification including

heating the asphalt and aggregates by Hot Mix Plant

and spreading the same by paver finisher including

consolidation with Vibratory Roller and providing,

operating plant machineries, equipment, tools, plants,

oil, fire wood, kerosene and all labour charges etc.

9 Excavation for foundation upto all depth including 4783.23 One 227.83

sorting out and stacking of useful materials and Cum

disposing of the excavated stuff upto all lead. Dense

10 Providing and laying rubble for apron (Each stone 391.01 One 1083.81

weighting not less than 40kg) including and packing Cum

and filling in the interstices with quarry spall.

11 Providing and laying cement concrete 1:3:6 (1-Cement 266.02 One 3095.25

: 3- coarse sand : 6- hand broken stone aggregates 40 Cum

mm nominal size) and curing complete excluding cost

of formwork in (A) Foundation and plinth

12 Providing and casting in situ ordinary cement 563.85 One 3996.50

concrete M-150 mix and providing necessary pin Cum

headers including shuttering, scafilding, laying

vibrating, curing and finishing complete Without V-

Grooves For all Hieght.

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

No. reference to book of Specification) Figures

13 Providing and casting in situ Ordinary Cement 72.86 One 4620.45

Concrete M-200 for R.C.C. Raft and cut-off walls Cum

including neccesary shuttering laying, vibrating

ramming of curing complete.

14 Providing and casting in situ Controlled Cement 195.66 One 4726.17

Concrete M-250 for R.C.C. Raft and cut-off walls Cum

including neccesary shuttering laying, vibrating

ramming of curing complete.

15 Providing and casting in situ Controlled cement 111.38 One 5881.57

concrete M 250 for R.C.C. Solid slab & approch slab Cum

including centering, scaffolding, curing and finishing

16 Providing and laying weep hole in Abutment and 127.00 One 61.47

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

proper grade and jointing the complete as per

detailed specification

17 Providing and laying weep hole in Abutment and 463.75 One 61.47

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

proper grade and jointing the complete as per

detailed specification

18 Providing and laying filter media 600mm. thick 108.30 One 1239.35

directed at the back of abutments, returns and wing Sqm

walls as per detailed specifications.

19 Filling available excavated earth (excluding rock ) in 2581.60 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.

20 Supplying and fixing reinforced concrete heavy duty 30.00 One 3271.56

non-pressure pipes with collars for culverts including Rmt.

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.

21 Supplying and fixing reinforced concrete heavy duty 142.50 One 5516.63

non-pressure pipes with collars for culverts including Rmt.

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. (vii) 1200 mm dia.

22 Supplying and fixing reinforced concrete heavy duty 22.50 One 5516.63

non-pressure pipes with collars for culverts including Rmt.

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

laying (To level of slops of I.S. 458/1971 Class NP4

casted by vertically vibrated technology of following

internal diameter. 1200mm dia.

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

No. reference to book of Specification) Figures

23 Dismentling the existing structure including removing 83.25 One 409.22

and stacking the dismantled materials as and where Cum

directed. (B)Rubble masonry.

24 Dismentling the existing structure including removing 518.05 One 930.35

and stacking the dismantled materials as and where Cum

directed. (A) RCC Work.

25 Finishing wall with weather proof exterior emulsion 154.00 One 120.26

paint on wall surface (two coats) to give an required Sqm

hape even shade after thoroughly brushing the

surface to remove all dirt, and remains of loose

powdered materials.etc complete

26 Providing and casting in situ ordinary cement 1415.93 One 3982.76

concrete M-100 mix for well steining including Cum

necessary shuttering, laying, vibrating and

curing complete.

27 Providing and laying cement concrete 1:3:6 (1-Cement 415.80 One 3754.17

: 3- coarse sand : 6- hand broken stone aggregates 40 Cum

mm nominal size) and curing complete including cost

of formwork in (A) Foundation

28 Providing and casting in situ controlled cement 146.57 One 5333.08

concrete M-250 for R.C.C. return as per drawings Cum

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

29 Providing and laying in position FE 500 TMT bar 27082.89 One 76.21

reinforcement including cutting, bending, hooking Kg

and tying complete as per detailed drawings.

30 Providing and placing in position FE 550D TMT Bar 9.96 One 76213.97

reinforcement including cutting, bending, hooking, MT

and taying complate as per detail drawing. (C)

Balanced cantiliver box type super structure.

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

No. reference to book of Specification) Figures

31 Construction of un-reinforced, dowel-jointed, plain 1689.98 One 4662.00

cement concrete pavement over a prepared sub-base Cum

with M20 grade concrete, coarse and fine aggregates

conforming to IS 383, with a maximum size of coarse

aggregate not exceeding 25 mm, mixed on-site using a

mechanical concrete mixer as per approved mix

design. including transportation within the site, laying

with fixed forms, spreading, compacting, and

finishing using a Trimix system in a continuous

operation. Also including provisions for contraction,

expansion, construction, and longitudinal joints, joint

filler, separation membrane, joint sealant, debonding

strip, dowel bars, tie rods, admixtures, and shuttering

materials, as specified, and finishing to the required

lines and grades as per the drawing and instructions

of the engineer in charge.

32 Providing and fixing Precast cement concrete 56.00 One 356.50

Hectometer as per IRC type design incl. painting, No

lettering etc. fixing in C.C. 1:5:10.

33 Providing and fixing Precast cement concrete Guard 170.00 One 101.56

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

washing etc. complete. Fixing in Earth

34 Providing and fixing ordinary Kilometer stone of pre- 11.00 One 891.53

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

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

lettering etc. complete.

35 Providing and fixing 5th Kilometer stone of pre-cast 3.00 One 1935.15

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.

36 Providing and fixing Indicator stone of approve stone 1092.00 One 102.85

as 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

37 Citizen's information Board. 1.00 One 10361.59

Providing and fixing of typical MMGSY information No

board as per instruction. Two MS sheets of 3 mm

thick, of 900 mm x 750mm size fixed at top & bottom

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

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

5 mm thick to 75 mm x 75 mm of 12 SWG square

tubes posts duly embedded in cement concrete M-15

grade blocks of 600mm x 600mm x 750mm, below

ground level. The letters & figure of any shade

reflectorised with High Intensity Prismatic Grade

Retro Reflective Sheeting of Type-4 as per ASTM D-

4956 and latest MORD specifications; All sections of

framed posts and steel tube will be painted with

primer and two coats of epoxy paints as per drawing

Clause 1701 and Annexure 1700.1 (10.16). (A) Class-B

High intensity Grade Retro Reflective sheeting.

38 Road Marking with Hot Applied paints with 3617.00 One 367.72

reflectorising glass beads on bitumin surface Sqm

providing and laying a hot applied thermoplasting

compund 2.5mm thick including reflectorising glass

beads @250 gm per sq.mtr area, thickness of 2.5mm is

excluding of surface applied glass beads as per IRC:35-

2015 the finished surface to be level, uniform and free

from streaks and holes, zebra

patta/bump/centerline/edge line/ cut patta. the

while color marking should provide liminance

coefficient on cement road shall be min.

mcd/m2/lux and asphalt road shall be min

mcd/m2/lux during the survice life during the date

the marking should meet the performanace criteria for

night time reflectivity, wet reflectivity and skid

resistance as mentioned in the section-15 of IRC 35-

2015 warranty for retroreflectivity shall be two years.

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

No. reference to book of Specification) Figures

39 Cat Eye / Road Stud / RPM: 1566.00 One 217.40

Supplying of Molded Twin Shanks Raised Pavement No

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, 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

strength of detachment of the integrated cylindrical

shanks, (of diameter not less than 19 +/- 2 mm and

height not less than 30+/-2 mm) from the body is to

be a minimum value of 500 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.

40 Type - A, "W" : Metal Beam Crash Barrier (Providing 80.00 One 3421.88

and erecting a "W" metal beam crash barrier Rmt.

comprising of 3 mm thick corrugated sheet metal

beam rail, 70 cm above road/ground level, fixed on

ISMC series channel vertical post, 150 * 75 * 5 mm

spaced 2 m centre to centre, 1.8 m high, 1.1 m below

ground/road level, all steel parts and fitments to be

galvanised by hot dip process, all fittings to conform

to IS:1367 and IS:1364, metal beam rail to be fixed on

the vertical post with a spacer of channel section 150 *

75 x 5 mm, 330 mm long complete as per clause 811)

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

No. reference to book of Specification) Figures

41 Cautionary Warning Sign :- 48.00 One 3808.66

Providing and fixing sign boards made out of 2mm No

aluminium sheet; size 90 x 90 x 90 cms. equilateral

triangle as per design of IRC-67-1977. Pre treated with

phospheting process & acid etching; coated with one

coat of epoxy primer and two coats of best quality

epoxy paint ; reflectorised with retro

refiectivesheeting as per latest M.O.S.T.Specifications;

3.1m long stand postand frame fabricated from

suitable sizeiron angle of 35 x 35 x 3mm, 75 x 75 x

6mm as required; painted with bestquality epoxy

coatings in black andwhite bends. The details of

symbol foreach 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)

Engineer Grade (VR)

42 Informatory Signs: 2.00 One 3856.90

Providing and fixing sign boards made out of 2mm No

aluminium sheet; size 80 x 60cms. 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 size iron angle of 35 x

35 x 3mm 75x75x6mm 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

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

No. reference to book of Specification) Figures

43 Regulatory/Mandatory signs: 10.00 One 3439.81

Providing and fixing sign boards made out of 2mm No

aluminium sheet; size 60cms. diameter circle as per

the design of IRC-67-1977 pre treated with

phospheting process & acid eteching; coated with one

coat of epoxy primer and two coats of best quality

epoxy paint; reflectorised with retro refiective

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

long stand post and frame fabricated from suitable

size iron angle of 35 x 35 x 3mm 75x75x6mm as

required; 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 60cms. for each leg. including excavation

curing etc. complete under the supervision of engineer

in charge. (A) Engineer Grade (VR)....

44 STOP SIGN:- 2.00 One 4676.06

Providing and fixing sing boards made out of 2mm No

aluminium sheet; size 90 x 90cms, rectangle as per the

design of IRC-67-1977 pre treated with phospheting

process & acid teching; coated with one coat of epoxy

primer and two coats of best quality epoxy paint;

reflectorised with retro refiective sheeting as per latest

M.O.S.T. Specifications; 3.1m long stand post and

frame fabricated from suitable size iron angle of 35 x

35 x 3mm 75x75x6mm as required; 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 60cms. for

each leg. including excavation curing tec. complete

under the supervision of engineer in charge. (A)

Engineer Grade (VR)...

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

No. reference to book of Specification) Figures

45 Distance Informatory/ Destubatuib sign: 2.00 One 10926.57

Providing and fixing sign boards made out of 2mm No

aluminium sheet; size 180 x 120cms. rectangle as as

per the design of IRC- 67-1977 pre treated with

phospheting process & acid etching; coated with one

coat of epoxy primer and two coats of best quality

epoxy paint; reflectorised with retro refiective

sheeting as per latest M.O.S.T. Specifications; Letters

and numerals should be as per IRC-30-1968, 3.1m long

(2 nos) stand post and frame fabricated from suitable

size iron angle of 50 x 50 x 5mm 75 x 75 x 6mm as

required; 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 60cms, for

each leg, including excavation. curing etc. complete

under the supervision of engineer in charge. (A)

Engineer Grade (VR)...

46 Village name/ Bump Ahed sign :-. 8.00 One 5045.36

Providing and fixing sign boards made out of 2mm No

aluminium sheet, size 90 x 60cms, rectangle as as per

the design of IRC-67-1977 pre treated with

phospheting process & acid etching; coated with one

coat of epoxy primer and two coats of best quality

epoxy paint; reflectorised with retro refiective

sheeting as per latest M.O.S.T. Specifications; Letters

and numerals should be as per IRC-30-1968, 3.1m long

(2 nos) stand post and frame fabricated from suitable

size iron angle of 50 x 50 x 5mm 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 60cms. for each leg. including excavation

curing etc. complete under the supervision of engineer

in charge. (A) Engineer Grade (VR)...

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

No. reference to book of Specification) Figures

47 Hazard Marker Sign :- 26.00 One 2423.74

Providing and fixing sign boards made out of 2mm No

aluminium sheet; size 90 x 30cms. rectangle as as per

the design/drawing attached (IRC) pretreated with

phospheting process & acid etching; coated with one

coat of epoxy primer and two coats of best quality

epoxy paint; reflectorised with retro refiective

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

long stand post and frame fabricated from suitable

size iron angle of 35 x 35 x 3mm & 50 x 50 x 5mm

painted with best quality epoxy coatings The fixing at

site shall be in 1:2:4 CC block of size 45x45x 60cms. for

each leg. including excavation curing etc. complete

under the supervision of engineer in charge. (A)

Engineer Grade (VR)...

48 Men at work (Heavy) sign :- 22.00 One 9148.16

Providing and fixing sign boards made out of 2mm No

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 bestqualityepoxy 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

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

49 Men at work (Folding) sign: 22.00 One 1461.91

Providing and fixing sign boards made out of 1.5mm No

aluminius sheet/3mm ACP (Aluminum composite Panel);

size 60x60x60cm equilateral Triangular ax 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;

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 of 35x35x3mm 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. 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

50 Diversion Ahead Sign :- 22.00 One 9867.07

Providing and fixing sign boards made out of 2mm No

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 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 HIGH INTENSITY

RETRO REFLECTIVE

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

No. reference to book of Specification) Figures

51 Chevron sign :- 71.00 One 4312.63

Providing and fixing sign boards madeout of 1.5mm No

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 block of size 45 x 45 x

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. (A)

Class-B Type-4 Retro Reflective sheeting

Five Crore Eighty Eight Lakh Forty One Thousand Three Hundred Seventy One Rupees And

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

NOTE: Amount Rs.1348112 Of Dismentalled materials shall be recovered from 1st R.A. bill of Contractor at once.

Signature of Contractor.

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

No. reference to book of Specification) Figures

Deputy Executive Engineer Executive Engineer

Panchayat R&B Sub Division Panchayat R&B Division

Visavadar Junagadh