RESURFACING OF DIFFERENT ROADS (TWO ROADS) OF LAKHAPAT TALUKA PACKAGE NO KCH/ MMGSY/ V.R./7-YEAR RESURFACING / NORMAL/ 2025-26/P-1(2ND ATTEMPT)

NAME OF WORK:-RESURFACING OF DIFFERENT ROADS (TWO ROADS) OF LAKHAPAT TALUKA PACKAGE NO KCH/ MMGSY/

V.R./7-YEAR RESURFACING / NORMAL/ 2025-26/P-1

BILLOF QUANTITIES

QUANTITY STATEMENT

It.No. Description of Item ( with brief specification and reference to book of Quantity Unit Estimated rate Amount

specifications) Rate in In words

1 Clearing and Grubbing road land including uprooting rank, vegetation, 5.305 Hect. 28455.09 Rupees Twenty Eight

grass bushes, shrubs, saplings and trees girth up to 300 mm removal of Thousand Four Hundred

stumps of trees cut earlier and disposal of unseviceable materials and Fifty Five And Paise Nine

stacking of serviceable materials to be use (A) By mechanical means in Only

area of light jungle

2 Excavation for foundation upto 1.5 m depth including sorting out and 1512.000 Cmt. 122.94 Rupees One Hundred

stacking of useful materials and disposing off the excavated stuff upto Twenty Two And Paise

50 Meter lead.(A) Loose or soft soil. Ninety Four Only

3 Box cutting the road surface to proper slope and camber for making a 2808.000 Cmt. 109.24 Rupees One Hundred Nine

base for road work including removing the excavated stuff and And Paise Twenty Four Only

depositing on the road side slope as directed upto 50Mt.lead.

4 Earth work for embankment with selected soil C.B.R.not less than 6.0 11417.000 Cmt. 163.69 Rupees One Hundred Sixty

including breaking clods, dressing, with all, lead and lift (excl. watering Three And Paise Sixty Nine

and consolidation) From borrow area with all lead & lift Only

5 Rolling & watering and consolidation earthwork using vibratory road 15737.000 Cmt. 22.96 Rupees Twenty Two And

roller 8 - 10 tonne capacity (A) Earth work (layer not exceeding 200mm Paise Ninety Six Only

It.No. Description of Item ( with brief specification and reference to book of Quantity Unit Estimated rate Amount

specifications) Rate in In words

6 Scarifying /Dismentalling gravelled macadam or bitumen macadam 9957.000 Smt. 41.60 Rupees Forty One And

surface 6 cm to 10 cm.depth including stacking useful materials on Paise Sixty Only

road side and disposing off remaining stuff.

7 Construction of granular sub base by providing well graded crushed 710.000 Cmt. 1010.39 Rupees One Thousand Ten

stone material(M.C.Metal 53 to 9.5 mm size 50%,M.C. metal 9.5 to And Paise Thirty Nine Only

2.36 mm 20% and stone dust below 2.36mm size 30%) spreading in

uniform layes with motor grader on prepared surface,mixing by mix in

place method with rotovator at O.M.C. and compacting with three

wheeler roller 8 T to 10 T to achieve the desired density complete as

per technical specification Close graded Granular sub-base Material as

per clause 401 for grading -I well graded sub base material.(150mm

thick compacted thickness)

8 Providing and laying W.B.M. of M.C. metal of size 45 mm to 90 mm size 428.800 Cmt. 1552.61 Rupees One Thousand Five

including 0.27 Cu.M. Stone screening & 0.08 Cu.M. stone dust as filler Hundred Fifty Two And

including spreading, watering & consolidation by vibratory roller 80KN Paise Sixty One Only

to 100KN static weight. 100 mm thick compacted.

9 Providing and laying W.B.M. of M.C. metal of size 45 mm to 63 mm size 1717.000 Cmt. 1417.43 Rupees One Thousand Four

including 0.12 Cu.M. Stone screening & 0.08 Cu.M. stone dust as filler Hundred Seventeen And

including spreading, watering & consolidation by vibratory roller 80KN Paise Forty Three Only

to 100KN static weight. 75 mm thick compacted

10 Supplying,stacking and spreading quarry spall with all lead and lift and 1131.000 Cmt. 667.92 Rupees Six Hundred Sixty

including watering and rolling and consolidation of sub grade in layers Seven And Paise Ninety

at OMC to required dry density including filling depression which Two Only

occurs during the process using vibratory roller of 80 KN to 100KN

(selected quarry spall having CBR value not less than 30.0)

It.No. Description of Item ( with brief specification and reference to book of Quantity Unit Estimated rate Amount

specifications) Rate in In words

11 Providing and laying bituminous grout base course 37.50 mm 2390.000 M.T. 2196.97 Rupees Two Thousand One

compacted thi. using B.T. stone aggregates as per required gradation Hundred Ninety Six And

with the Bitumen V.G.-30 for tack coat 2.5 Kg/10 Smt on B.T.Surface Paise Ninety Seven Only

and 4.0 Kg/10 Smt on W.B.M.Surfcae and asphalt V.G.-30 grade for

mixing @ 1.99 % i.e. 19.90 kg./ MT by weight of mix incl. heating and

mixing in drum mix plant transporting the mix , spreading the same by

pavers finisher and consolidation as per MORTH specification incl. cost

of all materials fuels, labors, tools and plant etc. using contractors own

drum mix plant etc. comp. etc. comp.

12 Providing and laying 37.5 mm thick compacted B.M. using stone chips 2629.000 M.T. 2695.61 Rupees Two Thousand Six

0.66 Cum / 1 M.Ton mix as per gradation and tack coat with Bitumen Hundred Ninety Five And

V.G.-30 grade @ 2.50 kg. / 10 Smt. on B.T. surface and asphalt grade Paise Sixty One Only

VG-30 for mixing @ 34 kg/M.Ton (I.e. 3.40% of mix) including heating

the and aggregate by contineous batching drum mix plant,

transporting and mixed matrrial and spreading the same by paver

finisher and consolidation by vibratory roller of 80 KN to 100 Kn static

weight including the cost of labour oil, lubricants etc. using contractors

own machineries and plant.

13 Provindig and laying bituminous sealcoat with stone chips 6 to 10mm 1159.000 M.T. 3020.90 Rupees Three Thousand

size 0.24 cmt /10 smt. i.e. using 0.66 cmt agg.per M.T. mix using Twenty And Paise Ninety

asphalt V.G.-30 @ of 4.50 % of mix inc. heating the asphalt and agg. Only

By continous batching hot mix plant and paver finisher and

consolidating by vibratory roller incl. providing equipments, tools,

plants, firewood ,oil, kerosene, labour charges etc, comp, using the

contractor's own machinary.

It.No. Description of Item ( with brief specification and reference to book of Quantity Unit Estimated rate Amount

specifications) Rate in In words

14 Demolition of Brick work and stone masonry including stacking of 289.000 Cmt. 562.89 Rupees Five Hundred Sixty

serviceable materilas and disposal of unserviceable materials with all Two And Paise Eighty Nine

lead and lift.(ii) In Cement Mortar. Only

15 Dismentaling the existing structure including removing and stacking 366.000 Cmt. 930.35 Rupees Nine Hundred

the dismentelled materials as and where directed. (A) R.C.C. work. Thirty And Paise Thirty Five

16 Excavation for foundation upto 1.5 m depth including sorting out and 1806.000 Cmt 253.88 Rupees Two Hundred Fifty

stacking of useful materials and disposing off the excavated stuff upto Three And Paise Eighty

50 Meter lead.(B) Dense or Hard Soil( Eight Only

17 Providing and filling in foundation with ordinary cement concret M100 491.500 Cmt 3327.08 Rupees Three Thousand

mix and providing necessary vetical pin headers including formwork Three Hundred Twenty

vibrating ramming and curing complete. Seven And Paise Eight Only

18 Providing and casting in situ ordinary cement concret M100 mix and 706.900 Cmt 3608.14 Rupees Three Thousand Six

providing necessary pin headers including shuttering, scaffolding, Hundred Eight And Paise

laying, vibrating, curing and finiching complete without V-grooves Fourteen Only

(Height from 0.0 M to 5.0 M

19 Providing and filling in foundation with ordinary cement concret M150 646.600 Cmt 3697.13 Rupees Three Thousand Six

mix and providing necessary vetical pin headers including formwork Hundred Ninety Seven And

vibrating ramming and curing complete. Paise Thirteen Only

20 Providing and casting in situ ordinary cement concret M150 mix and 644.800 Cmt 3903.13 Rupees Three Thousand

providing necessary pin headers including shuttering, scaffolding, Nine Hundred Three And

laying, vibrating, curing and finiching complete without V-grooves Paise Thirteen Only

(Height from 0.0 M to 5.0 M

It.No. Description of Item ( with brief specification and reference to book of Quantity Unit Estimated rate Amount

specifications) Rate in In words

21 Proving and laying cement concrete Grade M20 C.C.1:1.5:3(1 607.000 Cmt 5189.34 Rupees Five Thousand One

Cement:1.5 Coarse Sand:3 stone agg 20mm nominal size) for CC road Hundred Eighty Nine And

and curring etc. comp. incl. cost of form work. Finishing the cement Paise Thirty Four Only

concrete road by Tri-mix process inclusive of labour charges for trimix

vacume dewatering process on cement conc. road by using vacume

dewatering pump, surface floater, including chanelling and making

grooves & rough finish to surface, providing expansion join,

construction joint incl. filling the joint with asphalt filler as per

direction by engineer in charge as per specification.

22 Providing TMT Bar FE 550D reinforcement for R.C.C. work including 14102.000 Kg. 77.29 Rupees Seventy Seven And

bending, binding and placing in position complete upto floor two level Paise Twenty Nine Only

23 Supplying and fixing reinforced concrete heavy duty non pressure 30.000 Rmt. 1968.38 Rupees One Thousand Nine

pipes with collars for culverts carrying heavy traffic as per IS 458-1991 Hundred Sixty Eight And

specifications including setting the pipes in C.M. 1:2 watering and Paise Thirty Eight Only

laying (to level or slopes) of class NP3 of following internal

daimeters.(v) 600mm dia.

24 Supplying and fixing reinforced concrete heavy duty non pressure 345.000 Rmt. 3469.26 Rupees Three Thousand

pipes with collars for culverts carrying heavy traffic as per IS 458-1991 Four Hundred Sixty Nine

specifications including setting the pipes in C.M. 1:2 watering and And Paise Twenty Six Only

laying (to level or slopes) of class NP3 of following internal

daimeters.(v) 900mm dia.

25 Supplying and fixing reinforced concrete heavy duty non pressure 180.000 Rmt. 5560.01 Rupees Five Thousand Five

pipes with collars for culverts carrying heavy traffic as per IS 458-1991 Hundred Sixty And Paise

specifications including setting the pipes in C.M. 1:2 watering and One Only

laying (to level or slopes) of class NP3 of following internal

daimeters.(v)1200mm dia.

It.No. Description of Item ( with brief specification and reference to book of Quantity Unit Estimated rate Amount

specifications) Rate in In words

26 Providing the diversion by proper means e.i. In proper grade, camber 481.000 Rmt. 1251.05 Rupees One Thousand Two

and approach etc. for easy passing of trafic incl. Providing neccesary Hundred Fifty One And

sign board, making etc.and maintaining the same during the period of Paise Five Only

work up to complition of work.

27 Providing and fixing ordinary kilometer stone of pre-cast c.c. 1:2:4 10.000 No. 704.33 Rupees Seven Hundred

including necessary reinfor- cement as per I.R.C. type design fixing in Four And Paise Thirty Three

C.C. 1:4:8 including letter and paints etc. complete. Only

28 Providing and fixing hectometer as per I.R.C. type design including 35.000 No. 356.50 Rupees Three Hundred

painting,lettering etc. complete. (ii) Fixing in C.C. 1:5:10 Fifty Six And Paise Fifty Only

29 Providing fixing indicator stone of approved stone as per I.R.C. type 309.000 No. 343.27 Rupees Three Hundred

design in c.c. 1:4:8 including white washing etc. complete. (ii) Fixing in Forty Three And Paise

C.C. 1:5:10 Twenty Seven Only

It.No. Description of Item ( with brief specification and reference to book of Quantity Unit Estimated rate Amount

specifications) Rate in In words

30 MMGSY"LOGO"Board: Providing and fixing of MMGSY LOGO 2.000 No. 6256.35 Rupees Six Thousand Two

informatory sign board with Logo as per section 1700 of MORD Hundred Fifty Six And Paise

specifications and drawing.The board will be a composite unit Thirty Five Only

consisting of Two Plates of ACM (Aluminum Composite Material),

specifications as per clause 17001.3. The top most plate will be of 3mm

ACP in diamond shape of 600x600 mm size, riveted with MS angle iron

frame of 25mmx25mmx5mm size on back on edges. The Lower plate

will be of 4mm ACPof 1100x300mm size riveted with MS angle iron

frame of 25mmx25mmx5mm size on back on edges.Riveting of all the

sheets over angle and flat iron frame will be done neatly to have plain

surface on one side. The angle iron frame of Both the plates will be

welded to a 75mmx75mmx6mm Mild steel post at Centre and this

post will be embeded in cement concrete M15 grade block of

450x450x600mm below ground level. The height of the bottom of the

lower plate will be 1200mm from normal ground level. The spacing

between the diamond shaped plate and Lower Plate is kept

150mm.MMGSY Logo, letters and numerals on the ACM should be

made up of Retro Reflectivesheeting of Type-1 AEGP Class-A grade as

per the latest MORD section 1700 and IRC67-2012 specifications. All

the section of the frame and posts shall be painted with primer and

two coats of epoxy paint. The design,painting and lettering shall be

done as per the MMGSY Logo sign design and as directed by Engineer-

in-charge. A warranty for 5 years for the Retro reflective for Type-1

Class-A from original manufacture shall be submiteed by contractor.

It.No. Description of Item ( with brief specification and reference to book of Quantity Unit Estimated rate Amount

specifications) Rate in In words

31 Citizen Information Board:-Providing and fixing sing boards made out 2.000 No. 10926.57 Rupees Ten Thousand Nine

of 2mm aluminium sheet; size 180 x 120cms. rectangle as as per the Hundred Twenty Six And

design of IRC-67-1977 pre treated with phospheting process & acid Paise Fifty Seven Only

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 75x75x6mm 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)

It.No. Description of Item ( with brief specification and reference to book of Quantity Unit Estimated rate Amount

specifications) Rate in In words

32 Cautionary Warning Sign :-Providing and fixing sign boards made out 36.000 No. 3906.19 Rupees Three Thousand

of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); Nine Hundred Six And Paise

size 90 x 90 x 90 cms. equilateral triangle as per design of IRC-67-2012. Nineteen Only

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

It.No. Description of Item ( with brief specification and reference to book of Quantity Unit Estimated rate Amount

specifications) Rate in In words

33 Give Way Sign :-Providing and fixing sign boards made out of 2mm 4.000 No. 3906.19 Rupees Three Thousand

aluminium sheet / 4mm ACP (Aluminum composite Panel); size 90 x 90 Nine Hundred Six And Paise

x 90 cms. equilateral triangle as per design of IRC-67-2012. Pre treated Nineteen Only

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

It.No. Description of Item ( with brief specification and reference to book of Quantity Unit Estimated rate Amount

specifications) Rate in In words

34 Hazard Marker Sign :-Providing and fixing sign boards made out of 2.0 36.000 No. 3518.69 Rupees Three Thousand

mm aluminium sheet / 4 mm ACP (Aluminum composite Panel); size Five Hundred Eighteen And

90x30 cms. rectangular as per design of IRC-67-2012. Pre treated with Paise Sixty Nine Only

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

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

It.No. Description of Item ( with brief specification and reference to book of Quantity Unit Estimated rate Amount

specifications) Rate in In words

35 Direction (Junction) Sign :-Providing and fixing sign boards made out of 4.000 No. 21287.51 Rupees Twenty One

2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size Thousand Two Hundred

244x122 cms. rectangular as per design of IRC-67-2012. Pre treated Eighty Seven And Paise

with phospheting process & acid etching; coated with one coat of Fifty One Only

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; 4.0mtr (2 Nos.)

long stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as

required and frame fabricated from suitable size iron angle of

50x50x5mm; painted with 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

It.No. Description of Item ( with brief specification and reference to book of Quantity Unit Estimated rate Amount

specifications) Rate in In words

36 STOP Sign :-Providing and fixing sign boards made out of 2mm 4.000 No. 6704.36 Rupees Six Thousand Seven

aluminium sheet / 4mm ACP (Aluminum composite Panel); size 90 cms. Hundred Four And Paise

Octagonal as per design of IRC-67-2012. Pre treated with phospheting Thirty Six Only

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

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

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.

It.No. Description of Item ( with brief specification and reference to book of Quantity Unit Estimated rate Amount

specifications) Rate in In words

37 Village name Sign :-Providing and fixing sign boards made out of 2mm 5.000 No. 6397.43 Rupees Six Thousand Three

aluminium sheet / 4mm ACP (Aluminum composite Panel); size 90x60 Hundred Ninety Seven And

cms. rectangular as per design of IRC-67-2012. Pre treated with Paise Forty Three Only

phospheting process & acid etching; coated with one coat of epoxy

primer and two coats of best quality epoxy paint ; reflectorised with

High Intensity Prismatic Grade retro refiectivesheeting of Type-4 as per

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

of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and

frame fabricated from suitable size iron angle of 35 x 35 x 3mm;

painted with bestquality epoxy coatings in black and white bends. the

details of symbol or inscription / numerals for each board shall be as

per the instruction of engineer in charge. The fixing at site shall be in

1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg including

excavation, curing etc.complete under the supervision of engineer in

charge. A warranty for 7 years for the Retro reflective sheeting from

original manufacturer & a certified copy of 3 year outdoor exposure

test report from third party test lab for the product offered shall be

submitted by contractor. (B) Class-B Type-4 Retro Reflective sheeting

It.No. Description of Item ( with brief specification and reference to book of Quantity Unit Estimated rate Amount

specifications) Rate in In words

38 Road marking with hot applied thermoplastic paints with reflectorising 2678.000 Smt. 367.72 Rupees Three Hundred

glass beads on bitumin surface providing and laying a hot applied Sixty Seven And Paise

thermoplastic compound 2.5 mm thick including reflectorising glass Seventy Two Only

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

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.

Rupees Four Crore Twenty Four Lakh(s) Twenty Three Thousand Seven Hundred Ninety Seven And Paise Sixteen 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 rate mentioned above.Amount of my /our tender works out as under .

Estimated amount put to tender Rs.4,24,23,797.16 Estimated amount put to tender Rs.4,24,23,797.16

Deduct …………………..% below Add …………………..% Above

(Please strike out which ever is not applicable )

1 The Contractor shall exhibition board with detailed specification and details of work as directed by the Engineer – In – Charge

for which no extra payment shall bemade.

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

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

It.No. Description of Item ( with brief specification and reference to book of Quantity Unit Estimated rate Amount

specifications) Rate in In words

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 the reisa change as per actual mix

design the cost of difference of cement consumption have been deducted from the rate of original item at the rate of input

rate mentioned in all the tender.

Signature of the Contractor. Deputy Executive Engineer Executive Engineer

R & B Panchayat Sub Division R & B Panchayat Division

Dayapar-Kachchh Bhuj - Kachchh