S.R. to Name of work: Construction of Box Culvert on Various Road in Junagadh District (1) Construction of Box Culvert on Kareni Ajab road Km. (7/00 to 8/00 & 10/00 to 11/00) Ta. Keshod, Dist. Junagadh (2) Construction of Box Culvert on Amrapur Katrasa Road Km. 02/000 to 02/500 Ta. Keshod, Dist. Junagadh (3) Construction of Box Culvert on Rudalpur Nagichana Darsali Char Road Km. 09/500 to 10/500 Ta. Mangrol Dist. Junagadh.(4th Attempt)

Name of Work: SR to Construction of Box Culvert on Various road in Junagadh district

1.Construction of Box Culvert on Kareni Ajab Road Km [7/00 to 8/00 & 10/00 to 11/00] Ta.Keshod, Dist.

2.Construction of Box Culvert on Amrapur Katrasa Road 02+000 to 02+500 Ta. Keshod, Dist. Junagadh

3. Construction of Box Culvert Rudalpur Nagichana Darsali Char Road 09+500 to 10+500 Ta. Mangrol, Dist.

BILL OF QUANTITY

Sr. Description of Item Quantities Unit Tendered Total amount according

Sr. Description of Item Quantities Unit Tendered Total amount according

No. Estimated Rate to estimated quantites

1 2 3 4 in figure

1 Dismantling the existing structure including 477.93 Cum. 389.74

removing and stacking the dismentelled materials

as and where directed. (B) Rubble Masonry

2 Dismantling the existing structure including 135.60 Cum. 886.05

removing and stacking the dismentelled materials

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

3 Excavation for foundation up to 1.5 m depth 1632.94 Cum. 426.32

including sorting out and stacking of useful

materials and disposing off the excavated stuff up

to 50 Meter lead. (D) Soft rock not requiring

4 Excavation for foundation upto 1.5 m depth 711.26 Cum. 241.79

including sorting out and stacking of useful

materials and disposing off the excavated stuff

upto 50 Meter lead. (B) Dense or Hard soil.

5 Excavation for foundation for depth from 1.5 m to 413.92 Cum. 285.73

3.0 m including sorting out and stacking of useful

materials and disposing off the excavated stuff up

to 50 Meter lead.(D) Soft rock not requiring

6 Excavation for foundation for depth from 1.5 m to 25.94 Cum. 162.38

3.0 m including sorting out and stacking of useful

materials and disposing off the excavated stuff

upto 50 Meter lead.(B) Dense or Hard soil

7 Excavation for foundation for depth from 3.0 m to 348.84 Cum. 308.38

5.0 m including sorting out and stacking of useful

materials and disposing off the excavated stuff up

to 50 Meter lead. (D) Soft rock not requiring

8 Providing and laying ordinary cement concrete 341.80 Cum. 3910.10

M:150 for curing complete excluding cost of

formwork and reinforcement for reinforced

concrete work in [A] Foundations, footings, Base of

Columns and Mass Concrete [More than 10 Ton].

9 Providing and Casting in situ Ordinary Cement 382.82 Cum. 4612.81

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

including necessary shuttering laying, vibrating,

ramming and curing complete. (more than 10 ton)

BILL OF QUANTITY

Sr. Description of Item Quantities Unit Tendered Total amount according

Sr. Description of Item Quantities Unit Tendered Total amount according

No. Estimated Rate to estimated quantites

1 2 3 4 in figure

10 Providing and casting in situ Ordinary cement 333.08 Cum. 5183.96

concrete M-250 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. (1) Piers

(2) Abutment (3) RCC return (more than 10 ton)

11 Providing and casting in situ Ordinary cement 353.71 Cum. 5732.46

concrete M-250 for R.C.C. solid slab & Approch

Slab including centering, scaffolding curing and

finishing complete. (more than 10 ton)

12 Providing and Casting in situ Ordinary Cement 227.76 Cum. 4507.17

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

including necessary shuttering laying, vibrating,

ramming and curing complete. (more than 10 ton)

13 Providing and casting in situ ordinary cement 106.61 Cum. 5078.31

concrete M-200 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. (1) Piers

(2) Abutment (3) RCC return (more than 10 ton)

14 Providing and Casting in situ ordinary Cement 21.51 Cum. 3695.15

Concrete M-150 for R.C.C. Raft and cutt-off walls

including necessary shuttering laying, vibrating,

ramming and curing complete. (more than 10 ton)

15 Providing and casting in situ ordinary cement 43.66 Cum. 4051.36

concrete M – 150 mix and providing necessary pin

headers including shuttering, scaffolding, laying

vibrating, curing and finishing complete. Without

V – Grooves. [A] Height 0.0 M. to 5.0 M. [More than

16 Providing & Laying rubble for apron [Each stone 170.23 Cum. 1041.05

weighting not less than 40 Kg.] including and

packing and filling in the interstices with quarry

17 Providing and laying in position FE 550D TMT bar 91253.75 Kg. 75.36

reinforcement including cutting, bending, hooking

and tying complete as per detailed drawings. [Upto

18 Providing and laying filter media 600 mm. thick as 857.25 Sqmt. 1180.34

directed at the back of abutment return & wing

wall as per detailed specification. (more than

19 Providing & laying weep hole in Aburtments, and 406.00 Nos. 58.54

returns by using A.C. pipe of 100mm including

laying in proper grede and jointing the completed

as per detailed specification.

BILL OF QUANTITY

Sr. Description of Item Quantities Unit Tendered Total amount according

Sr. Description of Item Quantities Unit Tendered Total amount according

No. Estimated Rate to estimated quantites

1 2 3 4 in figure

20 Finishing wall with weather proof exterior 71.00 Sqmt. 114.53

emulsion paint on wall surface (two coats) to give

an required shape even shade after thoroughly

brushing the surface to remove all dirt, and

remains of loose powdered materials.etc complete.

21 Filling available excavated earth [Excluding rock] 1883.93 Cum. 130.39

in trenches, plinth, sides of foundations etc. layers

not exceeding 20 cm. in depth consolidating each

deposited layer by ramming and watering.

22 Clearing and grubbing road land including 0.14 Hect. 28393.04

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 (sor item

23 Earthwork for embankment including breaking 2704.00 Cum. 169.46

clods, dressing with all lead and lift and including

watering rolling and consolidation of subgrade in

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

filling the depression which occur during the

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

Borrow area within 3.0KM. lead

24 Providing, laying, Spreading and compacting 14.00 Cum. 1168.57

B.T.M.C. Stone Aggregat of 90mm to 45mm size to

WBM I 100mm thick including Spreading in

Uniform thickness hand patching, Rolling with

Vibratory roller 8-10 tonnes tov proper grade and

camber, applying and brooming requisite type of

Screaning / binding / siller materials to till of the

Inter section of cross aggregate noteraj and

Compacted to the Requiared dencity Grading-I

Using screaning type-A [13.20 mm Aggregate].

25 Providing and laying Spreading and Compacting 283.50 Cum. 1111.86

B.T.M.C. stone aggregate of 63 mm to 45mm size to

WBM II 150mm thick in two layer including

spreding in uniform thickness hand packing

rolling with vibratory roller 8-10 tones to proper

grad and camber applying and brooming requisite

type of screening /binding /filler materials to fill

up the interstices of coarse aggregate watering and

compacting to the required density. Grading – II

using screening type- A [13.20 mm agg.]

BILL OF QUANTITY

Sr. Description of Item Quantities Unit Tendered Total amount according

Sr. Description of Item Quantities Unit Tendered Total amount according

No. Estimated Rate to estimated quantites

1 2 3 4 in figure

26 Construction of 200mm Granular Sub base Grade- 329.00 Cum. 902.53

II 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 401 ( R.A. Attached )

27 Supplying and fixing reinforced concrete heavy 50.00 Rmt. 3879.11

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 NP4 casted by vertically vibrated

technology of following internal diameter. (v)

28 Supplying and fixing reinforced concrete heavy 12.50 Rmt. 5491.27

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 NP4 casted by vertically vibrated

technology of following internal diameter. (v)

1200 mm dia. (RA)

29 Providing and laying evenly priming coat with 1050.00 Sqmt. 58.92

emulsion SS-1 at rate of 7.5 Kg/10 Sqm

etc.complete (As per RA)

30 Providing and laying 20 mm thick average Mix 48.30 M.T. 3220.89

sealsurface using stone chips dust as per

gradation and using bitument for mixing VG-30

at the rate of not less than 50.90 Kg / 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.

31 Supplying, stacking & Spreading hard murrum on 49.00 Cum. 381.78

site. including loading, carraige of material and

spreading on prepared base including compacting

as per MOST Specification etc... complete. (As per

BILL OF QUANTITY

Sr. Description of Item Quantities Unit Tendered Total amount according

Sr. Description of Item Quantities Unit Tendered Total amount according

No. Estimated Rate to estimated quantites

1 2 3 4 in figure

32 Diversion Ahead Sign :-Providing and fixing sign 14.00 Nos. 9867.07

boards 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

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

BILL OF QUANTITY

Sr. Description of Item Quantities Unit Tendered Total amount according

Sr. Description of Item Quantities Unit Tendered Total amount according

No. Estimated Rate to estimated quantites

1 2 3 4 in figure

33 Hazard Marker Sign :-Providing and fixing sign 12.00 Nos. 3518.69

boards made out of 1.5mm aluminium sheet /

3mm 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 IntensityPrismatic 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

34 Men at work (Folding) sign :-Providing and fixing 8.00 Nos. 1461.91

sign boards made out of 1.5mm aluminium sheet /

3mm ACP (Aluminum composite Panel); size

60x60x60cm equilateral Triangular 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;

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

BILL OF QUANTITY

Sr. Description of Item Quantities Unit Tendered Total amount according

Sr. Description of Item Quantities Unit Tendered Total amount according

No. Estimated Rate to estimated quantites

1 2 3 4 in figure

35 Cautionary Warning Sign :-Providing and fixing 8.00 Nos. 3906.19

sing boards made out of 2mm 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

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 theinstruction of engineer in charge. The

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

45 x 60 Cms. for each leg.including excavation,

curing etc.complete under the supervision of

engineer in charge.(B) High Intensity Grade.

36 Regulatory/Mandatory signs :Providing and fixing 6.00 Nos. 3540.12

sing boards made out of 2mm 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.(B)High

Intensity Grade

BILL OF QUANTITY

Sr. Description of Item Quantities Unit Tendered Total amount according

Sr. Description of Item Quantities Unit Tendered Total amount according

No. Estimated Rate to estimated quantites

1 2 3 4 in figure

37 Chevron sign :-Providing and fixing sign boards 14.00 Nos. 3711.75

madeout of 1.5mm aluminium sheet / 3mm ACP

(Aluminum composite Panel); size 60x50cm

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

treated with phospheting process & acid etching;

coated with one coat of epoxy primer and two

coats of best quality epoxy paint ; reflectorised

with High Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as per ASTM D-4956

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

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

Circular MS Pipe as required and frame fabricated

from suitable size iron angle of35x35x3mm;

painted with bestquality epoxy coatings in black

and white bends. the details of symbol or

inscription / numerals for each board shall be as

per the instruction of engineer in charge. The

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

45 x 60 Cms. for each leg including excavation,

curing etc.complete under the supervision of

engineer in charge. A warranty for 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

BILL OF QUANTITY

Sr. Description of Item Quantities Unit Tendered Total amount according

Sr. Description of Item Quantities Unit Tendered Total amount according

No. Estimated Rate to estimated quantites

1 2 3 4 in figure

38 STOP Sign :-Providing and fixing sign boards made 6.00 Nos. 6704.36

out of 2mm aluminium sheet / 4mm ACP

(Aluminum composite Panel); size 90 cms.

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

treated with phospheting process & acid etching;

coated with one coat of epoxy primer and two

coats of best quality epoxy paint ; reflectorised

with High Intensity Prismatic Grade retro

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

39 Providing and laying cement concrete 1:3:6 (1- 27.00 Cum. 3498.30

Cement : 3- coarse sand : 6- stone aggregates

mmnominal size) and curing complete including

cost of formwork in Foundation. [PCC]

40 Construction of un-reinforced, dowel jointed, plain 26.00 Cum. 5226.75

cement concrete pavement over a prepared sub

base with concrete grade M25, coarse and fine

aggregate conforming to IS 383, maximum size of

coarse aggregate not exceeding 25 mm, mixed in a

ordinary concrete, transported to site, laid with a

fixed form or slip form paver, spread, compacted

and finished in a continuous operation including

provision and cost of contraction, expansion,

construction and longitudinal joints, joint filler,

separation membrane, joint sealant, debonding

strip, dowel bar, tie rod, admixtures as approved,

finishing to lines and grades as per drawing and as

directed by the engineer in charge. [PQC]

BILL OF QUANTITY

Sr. Description of Item Quantities Unit Tendered Total amount according

Sr. Description of Item Quantities Unit Tendered Total amount according

No. Estimated Rate to estimated quantites

1 2 3 4 in figure

41 Type - A, "W" : Metal Beam Crash Barrier 60.00 Rmt. 3344.11

(Providing and erecting a "W" metal beam crash

barrier comprising of 3 mm thick corrugated sheet

metal beam rail, 70 cm above road/ground level,

fixed on ISMC series channel vertical post, 150 x

75 x 5 mm spaced 2 m centre to centre, 1.8 m high,

1.1 m below ground/road level, all steel parts and

fitments to be galvanised by hot dip process, all

fittings to conform to IS:1367 and IS:1364, metal

beam rail to be fixed on the vertical post with a

spacer of channel section 150 x 75 x 5 mm,

mm long complete as per clause 811)

42 Road marking with hot applied thermoplastic 14.00 Sqmt. 367.72

paints with reflectorising glass beads on bitumin

surface providing and laying a hot applied

thermoplastic compound 2.5 mm thick including

reflectorising glass beads @ 250gms per sqm area,

thickness of 2.5mm is excluding of surface applied

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

surface to be level, uniform and free from streaks

and holes. zebra patta /bump patta lane/center

line/ edge line/cut patta. The white color marking

should provide liminance coefficinet on cemend

road shalll be min 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.

BILL OF QUANTITY

Sr. Description of Item Quantities Unit Tendered Total amount according

Sr. Description of Item Quantities Unit Tendered Total amount according

No. Estimated Rate to estimated quantites

1 2 3 4 in figure

43 Cat Eye / Road Stud / RPM: Supplying of Molded 18.00 Nos. 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

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-

BILL OF QUANTITY

Sr. Description of Item Quantities Unit Tendered Total amount according

Sr. Description of Item Quantities Unit Tendered Total amount according

No. Estimated Rate to estimated quantites

1 2 3 4 in figure

44 Flexible Median Marker : Providing and Fixing 43.00 Nos. 271.69

ofFlexible Median Marker that are made of tough,

high impact resistant, injection-molded,

thermoplastic body with property of flexibility to

provide high durability. The dimension of Flexible

Median Marker should not exceed 18.4 cm in

height(including shank height),12.5 Cm in width.

,0.65 cm in thickness and shank depth shall be

cm The body structure shall be rounded at all its

corners and edges. The plastic used for molding

the Flexible Median Marker should survive impact

load of 5kg continuously for 750 times at room

temperature. Thelogo of the manufacturer shall be

embossed on either side of the body in the

injection molding process. The Median Marker

shall have flame like shaped body with, fluorescent

yellow color retro-reflective sheeting of size not

less than 90 Cm square, with fully reflective micro

prismatic cube corners as its retro-reflective

elements as per IRC 67 2012 and ASTM D4956-09

type XI specifications reflectivity values. The retro-

reflective sheeting shall be one or both sides of the

FlexibleMedian Marker and shall be edge

protected with no exposed edges which will

prevent edge lifting, vandalism, sheeting damage,

etc. The Flexible Median Marker shall be fixed by a

combination of epoxy adhesive andgrouting as

recommended by manufacturer andEngineer in

[Total Rupees Two Crore Eight Lakh(s) Eight Thousand nine Hundred thirty eight Only.]

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. Above of my / our tender works out as under.

Estimated Amount Estimated Amount

……………………………….. Put to tender

Deduct ….……. % below

Rs. ……………………………….. Deduct ………..…. % Above

[Please strike out whichever is not applicable]

BILL OF QUANTITY

Sr. Description of Item Quantities Unit Tendered Total amount according

Sr. Description of Item Quantities Unit Tendered Total amount according

No. Estimated Rate to estimated quantites

1 2 3 4 in figure

[1] The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-

Charge for which no extra payment shall be made.

[2] The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

[3] GST and Income tax TDS will be deducted at a source while making payments of bills

[4] In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017

Cement Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a change

as per actual mix design the cost of difference of cement consumption have been deducted from the rate of original

item at the rate of input rate mentioned in all the tender.

[5] An Amount of Rs. 1425860.05 towards estimated credit value of dismantling & Diversion shall be recovered from

1st RA Bill of this work irrespective of the quantity actually received on site.

Signature of Bidder

Executive Engineer