Resurfacing Of Senthali-Samadhiyala Road Km 00/00 To 3/150 Di.Botad

Name Of Work : Resurfacing of Shethali-Samdhiyala Road (VR) Km.

0+000 to Km. 3+150, Dist.Botad.

Bill Of Quantity

Sr.no. Description of item Quantities Unit Estimated rates. Total amount

Sr.no. Description of item Quantities Unit Estimated rates. Total amount

estimated In figure according to

but may be estimated

more or less quantities.

1 Clearing and grubbing road land including uprooting rank vegetation grass

bushes,shrubs,sapling and trees girth up to 300 mm removal of stumps of trees

cut earlier and disposal of unserviceable materials(A) By Mechanical means in

area of light jungle

2 Scarifying gravelled macadam or bitumen macadam surface 6cm to 10cm.

Depth including stacking useful materials on road side and disposing off

remaining stuff, also providing and carrying out cleaning of existing road

surface after scarifying prior to application of tack coat or laying of bituminous 21200.00 Sqm 45.45

layer by compressed air and/or manual means, including removal of loose

materials, dust, silt, debris and foreign matter, complete as directed by the

Engineer-in Charge.

3 Providing and laying B.U.S.G 37.5 mm Thick compected asphalt VG-40 grade

at the rate of 1.99%by weight of total mix for mixing & tack coat of Bitumin RS-I

at 2.50Kg/10 Sqm on Existing surface with mechanical spreyar & using BT

chips of Required gradation including cleaning & heating the aggregate and

asphalt byusing drum Mix Plant & laid by paver finisher spreading and 1107.00 M.T 2985.56

consolidation with vibratory roller and power roller including providing all

materials , equipment , tools and plants ,oil, kerosene, firewood, labour charges

etc.completes uing contracter's own machinaries Drum mix plant and Sensor

paver finisher etc.all as per IRC-47-1972 code Complete as engineer Instructed

4 Providing & laying of 50.00 mm thick compacted B.M. in one layer with tack

coat at the rate of 2.50 Kg./ 10 Sqm. Using crushed stone aggregate as per

gradation and VG-40 Grade bituman at the rate of 3.40 by weight of total mix of

binder using drum Mix Plant & laid by paver finisher incl. consolidation with

Vibratory Road Roller incl. all necesary equipment, tool, plant, fire wood, oil,

kerosine, labour charges etc, comp, using contractor own machinaries.

5 Providing & laying 25 mm thick Semi Dense Bitumeneous Carpet with B.T.

aggregates as per MORTH specification & VG-40 Grade asphalt for mixing at

a rate of 50 Kg / M.T i.e. 5.0 % of total weight of mix, and incorporating

shredded plastic waste at 6% of the bitumen content as per IRC SP 98-2013.

including heating the aggregates & asphalt in contineous Drum mix plant &

spreading the same by sensor paver finisher & consolidation with vibratory road

roller incl, providing all material equipment tools & plants fire wood, kerosine

labour charges etc, comp. using contractor's own machinaries, etc, comp. (RA)

6 Providing and laying Compacted Hard Murrum in side shoulder including

carraige of material and spreading on prepared base including compacting as 756.00 Cum. 418.14

per MOST Specification etc... complete.

7 Box cutting the road surface to proper slope and camber for making a base for

road work including removing the excavated stuff and depositing on the road 1300.00 Cum 109.41

side slope as directed upto 50Mt.lead.

8 Constuction of Sub Granular Sub base(Grade-iii) 200 mm Thick by providing

close graded materials, Mixing in mechanical mix plant at OMC, Carriage of

mixed material to work site, Spreading in uniform layers with motor grader on 420.00 Cum 1007.98

prepared surface and compacting with vibratory power roller to achieve the

desired density, complete as per clause -

9 Dry Lean Cement Concrete Sub- base (Construction of dry lean cement

concrete Sub- base over a prepared sub-grade with coarse and fine aggregate

conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm,

aggregate cement ratio not to exceed 15:1, aggregate gradation after blending

to be as per table 600-1, cement content not to be less than 150 kg/ cum, 210.00 Cum 2156.07

optimum moisture content to be determined during trial length construction,

concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching

plant, transported to site, laid with a paver with electronic sensor, compacting

with 8-10 tonnes vibratory roller, finishing and curing.)

Name Of Work : Resurfacing of Shethali-Samdhiyala Road (VR) Km.

0+000 to Km. 3+150, Dist.Botad.

Bill Of Quantity

Sr.no. Description of item Quantities Unit Estimated rates. Total amount

Sr.no. Description of item Quantities Unit Estimated rates. Total amount

estimated In figure according to

but may be estimated

more or less quantities.

10 Construction of un-reinforced, dowel jointed, plain cement concrete pavement

over a prepared sub base with concrete grade M -30, coarse and fine

aggregate conforming to IS 383, maximum size of coarse aggregate not

exceeding 25 mm, mixed in a batching and mixing plant as per approved mix

design, transported to site, laid with a fixed form or slip form paver, spread,

compacted and finished in a continuous operation including provision of

contraction, expansion, construction and longitudinal joints, joint filler,

separation membrane, sealant primer, joint sealant, debonding strip, dowel bar,

tie rod, admixtures as approved, curing compound, finishing to lines and grades

11 Road marking with hot applied thermoplastic paintswith reflectorising glass

beads on bitumen surface providing and laying a hot applied thermoplastic

compound 2.5 mm thick including reflectorising glass beads @ 250 gms per

sqm area, thickness of 2.5 mm 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 colour marking should provide liminance coefficient on cemend road

shall 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 the section 15 of IRC 35-2015 Warranty for the Retro reflectivity

should be two years

12 Cats eye/Road stud/RPM : supplying Raised pavement marker made of

polycarbonate and ABS moulded body and reflective panels with micro

prisamatic lens (No glass ebnd lens) capable of providing total internal

reflection of the light entering the lens face and shall support a load of

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 2043.00 Nos. 326.23

130 mm and with minimum reflective area of 13 sqcm on each side and the

slope to the base shall be 35 +/- 5 degree. The body of the marker should

having finger grip for easy and acurate placement and application with

epoxy/bituminous adhesive as recomonation by the manufacturer of the

marker. The color of the marker should be as per the IRC 35-2015 and as

directed by Engineer in charge.

13 Providing and fixing ordinary kilometer stone of precast C.C. 1:2:4 including

necessary reinforcement as per I.R.C. type design fixing in C.C. 1:4:8 including 12.00 Nos. 1293.38

painting and lettering etc. complete for S.H.

14 Providing and fixing hectometer as per I.R.C. type design including painting

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

15 Providing and fixing indicator stone of approved stone as per I.R.C. type design

in C.C. 1:4:8 including white washing etc. complete.(ii) Fixing in C.C. 1:5:10

Name Of Work : Resurfacing of Shethali-Samdhiyala Road (VR) Km.

0+000 to Km. 3+150, Dist.Botad.

Bill Of Quantity

Sr.no. Description of item Quantities Unit Estimated rates. Total amount

Sr.no. Description of item Quantities Unit Estimated rates. Total amount

estimated In figure according to

but may be estimated

more or less quantities.

16 Regulatory / Mandatory Sign :-Providing and fixing sign boards made out of

2mm aluminium 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 Micro Prismatic Grade retro

refiectivesheeting of Type-11 as per ASTM D- 4956 and latest

M.O.S.T.Specifications; 3.6mtr long stand post of 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 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. A warranty for 10 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-C Type-11 Retro Reflective

17 Cautionary Warning Sign :-Providing and fixing sign boards made out of 2mm

aluminium sheet / 4mm ACP (Aluminum composite Panel); size 90 x 90 x

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 Micro Prismatic Grade

retro refiectivesheeting of Type-11 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.6mtr long stand post of 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 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. A warranty for 10 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-C Type-11 Retro Reflective

18 Chevron sign :-Providing and fixing sign boards made out of 1.5mm aluminium

sheet / 3mm ACP (Aluminum composite Panel); size 60x50 cm 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 Micro Prismatic Grade retro refiectivesheeting of Type-11 as

per ASTM D-4956 and latest M.O.S.T.Specifications; 3.3 mtr long stand post

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

from suitable size iron angle of 50 x 50 x 5mm; painted with bestquality epoxy

coatings in black and white bends. the details of symbol 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 10 years for the Retro reflective sheeting

from originaa 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-C Type-11 Retro Reflective sheeting

Name Of Work : Resurfacing of Shethali-Samdhiyala Road (VR) Km.

0+000 to Km. 3+150, Dist.Botad.

Bill Of Quantity

Sr.no. Description of item Quantities Unit Estimated rates. Total amount

Sr.no. Description of item Quantities Unit Estimated rates. Total amount

estimated In figure according to

but may be estimated

more or less quantities.

19 Village Name Sign :-Providing and fixing sign boards 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 Micro Prismatic Grade retro

refiectivesheeting of Type-11 as per ASTM D- 4956 and latest

M.O.S.T.Specifications; 3.3mtr long stand post of 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 6.00 Nos. 6313.51

bends. The details of symbol or inscription/letters / 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

10 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-C Type-11

Retro Reflective sheeting

20 Hazard Marker Sign :-Providing and fixing sign 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 Micro Prismatic Grade retro

refiectivesheeting of Type-11 as per ASTM D- 4956 and latest

M.O.S.T.Specifications; 1.8mtr long stand post of 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 16.00 Nos. 3666.30

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. A warranty for 10 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-C Type-11 Retro Reflective

21 Route Marker sign :-Providing and fixing sign boards made out of 2.0 mm

aluminium sheet / 4 mm ACP (Aluminum composite Panel); size 60x45 cm

rectangular plus 30x25cm additional plate 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 Micro

Prismatic Grade retro refiectivesheeting of Type-11 as per ASTM D-4956 and

latest M.O.S.T.Specifications; 3.6 mtr long stand post of 75 x 75 x 6mm /

65NB Circular MS Pipe as required and frame fabricated from suitable size iron

angle of 35x 35 x 3mm; painted with bestquality epoxy coatings in black and 6.00 Nos. 5108.58

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

10 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-C Type-11

Retro Reflective sheeting

Name Of Work : Resurfacing of Shethali-Samdhiyala Road (VR) Km.

0+000 to Km. 3+150, Dist.Botad.

Bill Of Quantity

Sr.no. Description of item Quantities Unit Estimated rates. Total amount

Sr.no. Description of item Quantities Unit Estimated rates. Total amount

estimated In figure according to

but may be estimated

more or less quantities.

22 Facility Informatory Sign :-Providing and fixing sign boards made out of 2mm

aluminium 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 Micro Prismatic Grade retro

refiectivesheeting of Type-11 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.6mtr long stand post of 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 6.00 Nos. 5906.48

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. A warranty for 10 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-C Type-11 Retro Reflective

23 Direction (Junction) Sign :-Providing and fixing sign boards made out of 2mm

aluminium 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 Micro Prismatic Grade retro

refiectivesheeting of Type-11 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 4.0mtr long (2 Nos.) stand post of 75 x 75 x 6mm /

65NB Circular MS Pipe as required and frame fabricated from suitable size iron

angle of 50 x 50 x 5mm; painted with bestquality epoxy coatings in black and 6.00 Nos. 26572.09

white 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. A warranty for 10 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-C Type-11 Retro Reflective

24 Sign board per Squate Meter :-Providing and fixing sign boards made out of

2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 1meter x1

meter 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 Micro Prismatic Grade retro refiectivesheeting of

Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 4 mtr long

stand post (2 Nos.) of 75 x 75 x 6mm / 65NB Circular MS Pipe as required and

frame fabricated from suitable size iron angle of 50 x 50 x 5mm; painted with

bestquality epoxy coatings in black and white bends. the details of symbol 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 10 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-C Type-11 Retro Reflective sheeting

Name Of Work : Resurfacing of Shethali-Samdhiyala Road (VR) Km.

0+000 to Km. 3+150, Dist.Botad.

Bill Of Quantity

Sr.no. Description of item Quantities Unit Estimated rates. Total amount

Sr.no. Description of item Quantities Unit Estimated rates. Total amount

estimated In figure according to

but may be estimated

more or less quantities.

25 Providing & erecting a "Thrie" W-metal beam crash barrier comprising of 3mm

thick corrugated sheet metal beam rail, 85 cm. above road / ground level, fixed

on ISMC series channel vertical post, 150 x 75 x 5mm spaced 2.0 m. centre to

centre, 2.0 m. high, 1.15 m. below ground level.The vertical Post fixing at site

shall be in M25 grade cement concrte of size 35 x 35 x 120 cms for each post

including excavation curing etc. complete. All steel parts and fitments to be

galvanised by hot dip process, all fitments to conform to IS : 1367 and IS :

1364, Metal Beam rail to be fixed on the vertical post with a spacer of channel 300.00 Rmt. 4145.04

section 150 x 75 x 5mm, 550 mm long complete as per clause 810 including

butt welding to all nuts & bolts & including 3 mm ACM type reflector 100mm

wide & 4.5 m long, type-4 class B high intensity grade sheeting as per IRC

67:2012 etc. complete asper instruction of Engineer in charge. Also radium

red/yellow colour strip ofsize 100 x 300 mm shall be fixed on vertical side of

post for better night visibility. The spacer,post,thrie beam shall be cold roll

formed& galvanized with 550gm/Square meter

26 Gantry board : Providing & fixing overhead high intensity grade retro refletive

informatory/ Destination Boards 6(six) Nos. made out of 2mmaluminum sheet,

rectagle as per the design of IRC-67-2012. Pre-treated with phospheting

process and acid-etching coated with one coat of epoxy primer and two coats

of best quality epoxy paint, reflectorised with retro refletive sheeting as per

latest MOST specification. Letters and numerals should be as per IRC-30-

1968. The detsils of symbol of inscription/ Numerals for each board shall be as

per the instruction of engineer in charge. The board shall be mounted on high

level over head type portal frame (Gantry) made out of M.S. section of suitable

side as per detailed drawing / design including cost of erection and painting.

27 Excavation for foundation up to 1.50 mt depth including sorting out and

stacking of useful material and disposing of the excavated stuff up to 50 mt. 270.00 Cum 125.85

lead (1) Loose or soft soil

28 Providing and filling in foundation with ordinary cement concrete M-100 mix

and providing necessary vertical pin headers including formwork,vibrating 27.00 Cum 3362.24

,ramming and curing complete.(more than 10 ton)

29 Providing & Casting in situ ordinary CC M-200 mix & providing necessary pin

headers including shuttering , scaffolding , laying , vibrating , curing & finishing 271.00 Cum 4308.34

complete with out V-grooves ( A ) Ht. upto 0.0m to 5.0m) More than 10 ton

30 Providing and laying weep hole in abutment and return by using A.C./ P.V.C

pipes of 100 mm diameter including laying in proper grade and jointing 150.00 Nos 62.93

complete etc. as per detailed specification

31 Providing and laying-filter media 600 mm thick directed at the back of

abuyments,returns and wing walla as per detailed specifications(up to 10 ton)

32 Providing and laying in position FE 500D TMT bar reinforcement including

cutting, bending, hooking and tying complete as per detailed drawings for the 1.49 MT 73858.69

following.(A) Piers (B) Abutments (C) R.C.C. Returns (upto 10 ton)

I/We am/are willing to carry out the work at………………….% above/below percent(Should be written in figures and words) of the estimated rate

mentioned above. Amount of my /our tender works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

In words In words

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.

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

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

Name Of Work : Resurfacing of Shethali-Samdhiyala Road (VR) Km.

0+000 to Km. 3+150, Dist.Botad.

Bill Of Quantity

Sr.no. Description of item Quantities Unit Estimated rates. Total amount

Sr.no. Description of item Quantities Unit Estimated rates. Total amount

estimated In figure according to

but may be estimated

more or less quantities.

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

All work shall be carried out as per P.W.D. Hand Book and other specification of the Division or as directed.

All the columns in the Schedule be filled in ink and the total of the entries in the last column should be struck by the contractor under

Rates quoted include clearance of site (prior commencement of work and at its close) in all respects and hold good for work under all

conditions, site moisture, weather etc.

The contractor shall exhibit the details of work, tender amount, specifications as per Govt. circular No. BDG / 3277 / 1657 Dated. 26-4-

1978 and G.R. No. TNC/ 1090-24 C, Dated. 18-11-91 as directed by the Engineer-in-charge on the work site for which contactor

In R.C.C. item where there is change of grade mix orchange as per actual mix design the difference of of cement consumption shall be

added / deducted from rate of original item at the rate of star rate mentioned in the tender.

For earthquake resistance provision the works shall be carried cut as per the intruction of Engineer in charge.

The other conditions of Schedule "B" will remain unchanged.

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Contractor shall even 'NIL' percentage. If deduction is offered.

Deputy Executive Engineer Executive Engineer

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