CONSTRUCTION OF DIIFERENT ROADS (FOUR ROADS) OF BHUJ TALUKA PAKAGE NO KCH/ MMGSY/ NON PLAN/ SCSP/ 2025-26/P-5(4th attempt)

NAME OF WORK:-CONSTRUCTION OF DIIFERENT ROADS (FOUR ROADS) OF BHUJ TALUKA PAKAGE NO KCH/ MMGSY/ NON

PLAN/ SCSP/ 2025-26/P-5

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, 1.680 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 Loading,conveying and unloading the over-burden excavated stuff 2373.000 Cmt. 82.62 Rupees Eighty Two And

from work site and clearing the site as directed. Paise Sixty Two Only

3 Earthwork in cutting including preparing the slope and camber 126.000 Cmt. 260.57 Rupees Two Hundred Sixty

andstacking or utilising the cutting stuff in bank as directed upto 200 And Paise Fifty Seven Only

Meters from the end of cutting with all lead and lift.(ii) Hard Murrum

4 Box cutting the road surface to proper slope and camber for making a 1916.000 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.

5 Earth work for embankment with selected soil C.B.R.not less than 6.0 5173.000 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

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

specifications) Rate in In words

6 Rolling & watering and consolidation earthwork using vibratory road 5665.000 Cmt. 22.96 Rupees Twenty Two And

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

7 Scarifying gravelled macadam or bitumen macadam surface 6 cm to 3375.000 Smt. 41.60 Rupees Forty One And

10 cm.depth including stacking useful materials on road side and Paise Sixty Only

disposing off remaining stuff.

8 Construction of granular sub base by providing well graded crushed 2680.000 Cmt. 1010.77 Rupees One Thousand Ten

stone material(M.C.Metal 53 to 9.5 mm size 50%,M.C. metal 9.5 to And Paise Seventy Seven

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

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)

9 Providing and laying W.B.M. of M.C. metal of size 45 mm to 90 mm size 523.000 Cmt. 1627.02 Rupees One Thousand Six

including 0.27 Cu.M. Stone screening & 0.08 Cu.M. stone dust as filler Hundred Twenty Seven

including spreading, watering & consolidation by vibratory roller 80KN And Paise Two Only

to 100KN static weight. 100 mm thick compacted.

10 Providing and laying W.B.M. of M.C. metal of size 45 mm to 63 mm size 1257.000 Cmt. 1390.51 Rupees One Thousand

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

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

to 100KN static weight. 75 mm thick compacted

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

specifications) Rate in In words

11 Supplying,stacking and spreading quarry spall with all lead and lift and 180.000 Cmt. 559.75 Rupees Five Hundred Fifty

including watering and rolling and consolidation of sub grade in layers Nine And Paise Seventy

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

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

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

12 Providing and laying bituminous grout base course 37.50 mm 612.000 M.T. 2349.27 Rupees Two Thousand

compacted thi. using B.T. stone aggregates as per required gradation Three Hundred Forty Nine

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

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

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.

13 Providing and laying 37.5 mm thick compacted B.M. using stone chips 673.000 M.T. 2850.59 Rupees Two Thousand

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

V.G.-30 grade @ 2.50 kg. / 10 Smt. on B.T. surface and asphalt grade Paise Fifty Nine 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.

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

specifications) Rate in In words

14 Provindig and laying bituminous sealcoat with stone chips 6 to 10mm 297.000 M.T. 3212.71 Rupees Three Thousand

size 0.24 cmt /10 smt. i.e. using 0.66 cmt agg.per M.T. mix using Two Hundred Twelve And

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

15 Excavation for foundation upto 1.5 m depth including sorting out and 22.500 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

16 Supplying and fixing reinforced concrete heavy duty non pressure 67.500 Rmt. 1190.05 Rupees One Thousand One

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

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

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

daimeters.(v) 450mm dia.

17 Type-A "W" Metal Beam Crash Barrier Providing and erecting a "W" 1050.000 Rmt. 3508.74 Rupees Three Thousand

metal beam crash barrier comprising of 3mm thick corugated sheet Five Hundred Eight And

metal beam rail, 70 cm above road/ground level, fixed on ISMC series Paise Seventy Four Only

channel vertical post, 150x75x5 mm spacd 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 confirm 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 55 mm,330 mm long complete as per

18 Providing & Laying cement concrete 1:4:8 (1-Cement 4-Coarse sand 8- 1117.000 Cmt 2968.27 Rupees Two Thousand Nine

machine crushed stone aggregates 40mm nominal size) and curing Hundred Sixty Eight And

complete in foundation and plinth. Paise 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

19 Proving and laying cement concrete Grade M20 C.C.1:1.5:3(1 2148.000 Cmt 5242.88 Rupees Five Thousand Two

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

and curring etc. comp. incl. cost of form work. Finishing the cement Paise Eighty Eight 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.

20 Providing TMT Bar FE 500D reinforcement for R.C.C. work including 16460.000 Kg. 77.29 Rupees Seventy Seven And

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

21 Providing and fixing ordinary kilometer stone of pre-cast c.c. 1:2:4 5.000 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

22 Providing and fixing hectometer as per I.R.C. type design including 16.000 No. 356.5 Rupees Three Hundred

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

23 Providing fixing indicator stone of approved stone as per I.R.C. type 131.000 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

24 Facility Informatory Sign :-Providing and fixing sign boards with made 4.000 No. 3990.64 Rupees Three Thousand

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

size 80 x 60 cms. rectangular as per design of IRC-67-2012. Pre treated Paise Sixty Four 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

25 Citizen Information Board:-Providing and fixing sing boards made out 3.000 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

26 Cautionary Warning Sign :-Providing and fixing sign boards made out 12.000 No. 5077.27 Rupees Five Thousand

of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); Seventy Seven And Paise

size 90 x 90 x 90 cms. equilateral triangle as per design of IRC-67-2012. Twenty Seven 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. (A) Class-C Type-11 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

27 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

28 Hazard Marker Sign :-Providing and fixing sign boards made out of 2.0 4.000 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

29 Direction sign (Junction board):-Providing and fixing sing boards made 3.000 No. 14831.71 Rupees Fourteen Thousand

out of 2mm aluminium sheet; size 244 x 122cms. rectangle as as per Eight Hundred Thirty One

the design of IRC-67-1977 pre treated with phospheting process & And Paise Seventy One Only

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 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

30 STOP Sign :-Providing and fixing sign boards made out of 2mm 2.000 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

31 Village name Sign :-Providing and fixing sign boards made out of 2mm 6.000 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

32 Road marking with hot applied thermoplastic paints with reflectorising 601.000 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.

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.3,14,49,610.51 Estimated amount put to tender Rs.3,14,49,610.51

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

Bhuj-Kachchh Bhuj - Kachchh