RESURFACING OF DIIFERENT ROADS (THREE ROADS) OF BHUJ TALUKA PACKAGE NO KCH/ MMGSY/ V.R./7-YEAR RESURFACING / NORMAL/ 2025-26/P-2(4th attempt)

NAME OF WORK:-RESURFACING OF DIIFERENT ROADS (THREE ROADS) OF BHUJ TALUKA PACKAGE NO KCH/ MMGSY/

V.R./7-YEAR RESURFACING / NORMAL/ 2025-26/P-2

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, 5.680 Hect. 28455.09 Twenty Eight Thousand

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

stumps of trees cut earlier and disposal of unseviceable materials and Rupees and Nine Paisa

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

area of light jungle

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

stacking of useful materials and disposing off the excavated stuff upto Rupees and Ninety Four

50 Meter lead.(A) Loose or soft soil Paisa

3 Box cutting the road surface to proper slope and camber for making a 36.000 Cmt. 109.24 One Hundred Nine Rupees

base for road work including removing the excavated stuff and and Twenty Four Paisa

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 46579.000 Cmt. 163.69 One Hundred Sixty Three

including breaking clods, dressing, with all, lead and lift (excl. watering Rupees and Sixty Nine Paisa

and consolidation) From borrow area with all lead & lift

5 Rolling & watering and consolidation earthwork using vibratory road 48091.000 Cmt. 22.96 Twenty Two Rupees and

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

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 6833.000 Smt. 41.60 Forty One Rupees and Sixty

surface 6 cm to 10 cm.depth including stacking useful materials on Paisa

road side and disposing off remaining stuff.

7 Construction of granular sub base by providing well graded crushed 87.000 Cmt. 1450.89 One Thousand Four

stone material(M.C.Metal 53 to 9.5 mm size 50%,M.C. metal 9.5 to Hundred Fifty Rupees and

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

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 58.000 Cmt. 2106.28 Two Thousand One

size including 0.27 Cu.M. Stone screening & 0.08 Cu.M. stone dust as Hundred Six Rupees and

filler including spreading, watering & consolidation by vibratory roller Twenty Eight Paisa

80KN 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 1056.000 Cmt. 1881.16 One Thousand Eight

size including 0.12 Cu.M. Stone screening & 0.08 Cu.M. stone dust as Hundred Eighty One Rupees

filler including spreading, watering & consolidation by vibratory roller and Sixteen Paisa

80KN to 100KN static weight. 75 mm thick compacted

10 Supplying,stacking and spreading quarry spall with all lead and lift and 1588.000 Cmt. 994.41 Nine Hundred Ninety Four

including watering and rolling and consolidation of sub grade in layers Rupees and Forty One Paisa

at OMC to required dry density including filling depression which

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 2838.000 M.T. 2392.68 Two Thousand Three

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

with the Bitumen V.G.-30 for tack coat 2.5 Kg/10 Smt on B.T.Surface Rupees and Sixty Eight

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

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 3123.000 M.T. 2965.99 Two Thousand Nine

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

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

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 1377.000 M.T. 3314.11 Three Thousand Three

size 0.24 cmt /10 smt. i.e. using 0.66 cmt agg.per M.T. mix using Hundred Fourteen Rupees

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

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.

14 Demolition of Brick work and stone masonry including stacking of 72.000 Cmt 562.89 Five Hundred Sixty Two

serviceable materilas and disposal of unserviceable materials with all Rupees and Eighty Nine

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

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

specifications) Rate in In words

15 Excavation for foundation upto 1.5 m depth including sorting out and 518.000 Cmt 253.88 Two Hundred Fifty Three

stacking of useful materials and disposing off the excavated stuff upto Rupees and Eighty Eight

50 Meter lead.(B) Dense or Hard Soil( Paisa

16 Providing and filling in foundation with ordinary cement concret M100 68.300 Cmt 3327.08 Three Thousand Three

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

vibrating ramming and curing complete. Rupees and Eight Paisa

17 Providing and filling in foundation with ordinary cement concret M150 208.200 Cmt 3697.13 Three Thousand Six

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

vibrating ramming and curing complete Rupees and Thirteen Paisa

18 Providing and casting in situ ordinary cement concret M100 mix and 86.000 Cmt 3608.14 Three Thousand Six

providing necessary pin headers including shuttering, scaffolding, Hundred Eight Rupees and

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

(Height from 0.0 M to 5.0 M

19 Providing and casting in situ ordinary cement concret M150 mix and 333.600 Cmt 3903.13 Three Thousand Nine

providing necessary pin headers including shuttering, scaffolding, Hundred Three Rupees and

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

(Height from 0.0 M to 5.0 M

20 Providing TMT Bar FE 550D reinforcement for R.C.C. work including 1980.000 Kg. 77.29 Seventy Seven Rupees and

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

21 Supplying and fixing reinforced concrete heavy duty non pressure 90.000 Rmt. 3469.26 Three Thousand Four

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

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

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

daimeters.(v)90mm dia.

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

specifications) Rate in In words

22 Providing & laying weep hole in Aburtments, and returns by using PVC 315.000 No. 151.08 One Hundred Fifty One

6 Kg/Sqcm pipe of 110mm dia including laying in proper grede and Rupees and Eight Paisa

jointing the completed as per detailed specification

23 Providing the diversion by proper means e.i. In proper grade, camber 80.000 Rmt. 1701.59 One Thousand Seven

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

sign board, making etc.and maintaining the same during the period of Fifty Nine Paisa

work up to complition of work.

24 Providing and fixing ordinary kilometer stone of pre-cast c.c. 1:2:4 19.000 No. 704.33 Seven Hundred Four

including necessary reinfor- cement as per I.R.C. type design fixing in Rupees and Thirty Three

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

25 Providing and fixing hectometer as per I.R.C. type design including 40.000 No. 356.50 Three Hundred Fifty Six

painting,lettering etc. complete. (ii) Fixing in C.C. 1:5:10 Rupees and Fifty Paisa

26 Providing fixing indicator stone of approved stone as per I.R.C. type 349.000 No. 343.27 Three Hundred Forty Three

design in c.c. 1:4:8 including white washing etc. complete. (ii) Fixing in Rupees and Twenty Seven

C.C. 1:5:10 Paisa

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

specifications) Rate in In words

27 MMGSY"LOGO"Board: Providing and fixing of MMGSY LOGO 3.000 No. 6256.35 Six Thousand Two Hundred

informatory sign board with Logo as per section 1700 of MORD Fifty Six Rupees and Thirty

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

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

28 Citizen Information Board:-Providing and fixing sing boards made out 3.000 No. 10926.57 Ten Thousand Nine

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

design of IRC-67-1977 pre treated with phospheting process & acid and Fifty Seven Paisa

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

29 Cautionary Warning Sign :-Providing and fixing sign boards made out 26.000 No. 3906.19 Three Thousand Nine

of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); Hundred Six Rupees and

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

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

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

aluminium sheet / 4mm ACP (Aluminum composite Panel); size 90 x 90 Hundred Six Rupees and

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

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

31 Hazard Marker Sign :-Providing and fixing sign boards made out of 2.0 30.000 No. 3518.69 Three Thousand Five

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

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

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

32 Direction (Junction) Sign :-Providing and fixing sign boards made out 4.000 No. 21287.51 Twenty One Thousand Two

of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); Hundred Eighty Seven

size 244x122 cms. rectangular as per design of IRC-67-2012. Pre Rupees and Fifty One Paisa

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; 4.0mtr (2 Nos.) long stand post of Iron Angle

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

33 STOP Sign :-Providing and fixing sign boards made out of 2mm 5.000 No. 6704.36 Six Thousand Seven

aluminium sheet / 4mm ACP (Aluminum composite Panel); size 90 Hundred Four Rupees and

cms. Octagonal as per design of IRC-67-2012. Pre treated with Thirty Six Paisa

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

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 Village name Sign :-Providing and fixing sign boards made out of 2mm 6.000 No. 6397.43 Six Thousand Three

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

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

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

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

35 Road marking with hot applied thermoplastic paints with reflectorising 3091.000 Smt. 367.72 Three Hundred Sixty Seven

glass beads on bitumin surface providing and laying a hot applied Rupees and Seventy Two

thermoplastic compound 2.5 mm thick including reflectorising glass Paisa

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.

Thirty Eight Million Nine Hundred Forty Thousand Nine Hundred Fifty Rupees and Five Paisa

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.3,89,40,950.05 Estimated amount put to tender Rs.3,89,40,950.05

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