RESURFACING OF SANDHRO DAM APPROACH TA.LAKHAPAT(4th attempt)

NAME OF WORK:-RESURFACING OF SANDHRO DAM APPROACH TA.LAKHAPAT

BILLOF QUANTITIES

(A) Percentage Rate Tender (Upto INR 50 Cr)

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

specifications) Figures

1 Clearing and Grubbing road land including uprooting rank, vegetation, 0.400 Hect. 28455.09

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

stumps of trees cut earlier and disposal of unseviceable materials and

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 252.000 Cmt. 122.94

stacking of useful materials and disposing off the excavated stuff upto

50 Meter lead.(A) Loose or soft soil

3 Box cutting the road surface to proper slope and camber for making a 1135.000 Cmt. 109.24

base for road work including removing the excavated stuff and

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 1185.000 Cmt. 163.69

including breaking clods, dressing, with all, lead and lift (excl. watering

and consolidation) From borrow area with all lead & lift

5 Rolling & watering and consolidation earthwork using vibratory road 2572.000 Cmt. 22.96

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

6 Scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 600.000 Smt. 41.60

cm.depth including stacking useful materials on road side and

disposing off remaining stuff.

7 Construction of granular sub base by providing well graded crushed 180.000 Cmt. 1355.62

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

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 70.000 Cmt. 1986.38

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

including spreading, watering & consolidation by vibratory roller 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 size 295.000 Cmt. 1812.79

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

including spreading, watering & consolidation by vibratory roller 80KN

to 100KN static weight. 75 mm thick compacted

10 Supplying,stacking and spreading quarry spall with all lead and lift and 200.000 Cmt. 924.00

including watering and rolling and consolidation of sub grade in layers

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 Rate in Amount

specifications) Figures

11 Providing and laying bituminous grout base course 37.50 mm 158.000 M.T. 2341.86

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

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

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. (R.A.5)

12 Providing and laying 37.5 mm thick compacted B.M. using stone chips 174.000 M.T. 2868.71

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

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

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. ( R.A. 6)

13 Provindig and laying bituminous sealcoat with stone chips 6 to 10mm 77.000 M.T. 3195.47

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

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

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, [ R. A.7 ]

14 Providing and filling in foundation with ordinary cement concret M100 122.000 Cmt 3327.08

mix and providing necessary vetical pin headers including formwork

vibrating ramming and curing complete.

15 Proving and laying cement concrete Grade M20 C.C.1:1.5:3(1 225.000 Cmt 5189.34

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

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

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

16 Providing TMT Bar FE 500D reinforcement for R.C.C. work including 3510.000 Kg. 77.29

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

17 Providing and fixing ordinary kilometer stone of pre-cast c.c. 1:2:4 1.000 No. 704.33

including necessary reinfor- cement as per I.R.C. type design fixing in

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

18 Providing and fixing hectometer as per I.R.C. type design including 4.000 No. 356.5

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

19 Providing fixing indicator stone of approved stone as per I.R.C. type 35.000 No. 343.27

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

20 Facility Informatory Sign :-Providing and fixing sign boards with made 1.000 No. 6256.35

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

21 with phospheting

Citizen Informationprocess & acid etching;

Board:-Providing andcoated withboards

fixing sing one coat of out

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

design of IRC-67-1977 pre treated with phospheting process & acid

etching; coated with one coat of epoxy primer and two coats of best

quality epoxy paint; reflectorised with retro refiective sheeting as per

latest M.O.S.T. Specifications; Letters and numerals should be as per

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

specifications) Figures

22 Cautionary Warning Sign :-Providing and fixing sign boards made out 4.000 No. 3906.19

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

size 90 x 90 x 90 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 High Intensity Prismatic Grade retro

23 Give Way Sign :-Providing and fixing sign boards made out of 2mm 1.000 No. 3906.19

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

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

24 Direction sign (Junction board):-Providing and fixing sing boards made 2.000 No. 21287.51

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

the design of IRC-67-1977 pre treated with phospheting process &

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

25 STOP Sign :-Providing and fixing sign boards made out of 2mm 1.000 No. 6704.36

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

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

process & acid etching; coated with one coat of epoxy primer and two

coats of best quality epoxy paint ; reflectorised with High Intensity

26 Village name Sign :-Providing and fixing sign boards made out of 2mm 2.000 No. 6397.43

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

27 Road marking with hot applied thermoplastic paints with reflectorising 315.000 Smt. 367.72

glass beads on bitumin surface providing and laying a hot applied

thermoplastic compound 2.5 mm thick including reflectorising glass

beads @ 250gms per sqm area, thickness of 2.5mm is excluding of Total Rs.

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.47,35,745.80 Estimated amount put to tender Rs.47,35,745.80

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

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.

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.

Executive Engineer

R & B Panchayat Division

Signature of the Contractor. Bhuj - Kachchh

KACHCHH PANCHAYAT R. & B. DIVISION BHUJ

NAME OF WORK:-RESURFACING OF SANDHRO DAM APPROACH TA.LAKHAPAT

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, 0.400 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 252.000 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 1135.000 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 1185.000 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 2572.000 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 gravelled macadam or bitumen macadam surface 6 cm to 10 600.000 Smt. 41.60 Forty One Rupees and Sixty

cm.depth including stacking useful materials on road side and disposing Paisa

off remaining stuff.

7 Construction of granular sub base by providing well graded crushed 180.000 Cmt. 1355.62 One Thousand Three

stone material(M.C.Metal 53 to 9.5 mm size 50%,M.C. metal 9.5 to 2.36 Hundred Fifty Five Rupees

mm 20% and stone dust below 2.36mm size 30%) spreading in uniform and Sixty Two Paisa

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 70.000 Cmt. 1986.38 One Thousand Nine

including 0.27 Cu.M. Stone screening & 0.08 Cu.M. stone dust as filler Hundred Eighty Six Rupees

including spreading, watering & consolidation by vibratory roller 80KN and Thirty Eight Paisa

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 295.000 Cmt. 1812.79 One Thousand Eight

including 0.12 Cu.M. Stone screening & 0.08 Cu.M. stone dust as filler Hundred Twelve Rupees

including spreading, watering & consolidation by vibratory roller 80KN and Seventy Nine Paisa

to 100KN static weight. 75 mm thick compacted

10 Supplying,stacking and spreading quarry spall with all lead and lift and 200.000 Cmt. 924.00 Nine Hundred Twenty Four

including watering and rolling and consolidation of sub grade in layers Rupees and No 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 158.000 M.T. 2341.86 Two Thousand Three

compacted thi. using B.T. stone aggregates as per required gradation Hundred Forty One Rupees

with the Bitumen V.G.-30 for tack coat 2.5 Kg/10 Smt on B.T.Surface and Eighty Six Paisa

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. (R.A.5)

12 Providing and laying 37.5 mm thick compacted B.M. using stone chips 174.000 M.T. 2868.71 Two Thousand Eight

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

V.G.-30 grade @ 2.50 kg. / 10 Smt. on B.T. surface and asphalt grade and Seventy One 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. ( R.A. 6)

13 Provindig and laying bituminous sealcoat with stone chips 6 to 10mm 77.000 M.T. 3195.47 Three Thousand One

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

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

By continous batching hot mix plant and paver finisher and Paisa

consolidating by vibratory roller incl. providing equipments, tools,

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

contractor's own machinary, [ R. A.7 ]

14 Providing and filling in foundation with ordinary cement concret M100 122.000 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

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

specifications) Rate in In words

15 Proving and laying cement concrete Grade M20 C.C.1:1.5:3(1 225.000 Cmt 5189.34 Five Thousand One

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

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

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

16 Providing TMT Bar FE 500D reinforcement for R.C.C. work including 3510.000 Kg. 77.29 Seventy Seven Rupees and

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

17 Providing and fixing ordinary kilometer stone of pre-cast c.c. 1:2:4 1.000 No. 704.33 Seven Hundred Four Rupees

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

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

18 Providing and fixing hectometer as per I.R.C. type design including 4.000 No. 356.5 Three Hundred Fifty Six

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

19 Providing fixing indicator stone of approved stone as per I.R.C. type 35.000 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

20 Facility Informatory Sign :-Providing and fixing sign boards with made 1.000 No. 6256.35 Six Thousand Two Hundred

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

size 80 x 60 cms. rectangular as per design of IRC-67-2012. Pre treated Five Paisa

21 with phospheting

Citizen Informationprocess & acid etching;

Board:-Providing coatedsing

and fixing with one coat

boards madeof out of 1.000 No. 10926.57 Ten Thousand Nine

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

22 Cautionary Warning Sign :-Providing and fixing sign boards made out of 4.000 No. 3906.19 Three Thousand Nine

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

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

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

specifications) Rate in In words

23 Give Way Sign :-Providing and fixing sign boards made out of 2mm 1.000 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

24 Direction sign (Junction board):-Providing and fixing sing boards made 2.000 No. 21287.51 Twenty One Thousand Two

out of 2mm aluminium sheet; size 244 x 122cms. rectangle as as per Hundred Eighty Seven

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

etching; coated with one coat of epoxy primer and two coats of best

25 STOP Sign :-Providing and fixing sign boards made out of 2mm 1.000 No. 6704.36 Six Thousand Seven

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

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

process & acid etching; coated with one coat of epoxy primer and two

coats of best quality epoxy paint ; reflectorised with High Intensity

26 Village name Sign :-Providing and fixing sign boards made out of 2mm 2.000 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 f

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

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

specifications) Rate in In words

27 Road marking with hot applied thermoplastic paints with reflectorising 315.000 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

Four Million Seven Hundred Thirty Five Thousand Seven Hundred Forty Five Rupees and Eighty 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.47,35,745.80 Estimated amount put to tender Rs.47,35,745.80

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.

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

KACHCHH PANCHAYAT R. & B. DIVISION BHUJ

NAME OF WORK:-RESURFACING OF SANDHRO DAM APPROACH TA.LAKHAPAT

SCHEDULE-"A" Material Comsumption Statement

It. No. Quantity Item Consump. Unit

- 0.00 R.C.C. Pipe 900mm Dia NP3 3.74 Kg/Rmt.

- 0.00 R.C.C. Pipe 1200mm Dia NP3 5.10 Kg/Rmt.

17 1.00 K.M.Stone 18.70 Kgs/No.

18 4.00 Hectometer Stone 11.70 Kgs/No.

19 35.00 Indicator Stone 11.70 Kgs/No.

20 1.00 Information Logo Board 69.60 Kgs/No.

21 1.00 Citizen Sign Board 69.60 Kgs/No.

22 4.00 Cautionary Sign Board 34.80 Kgs/No.

23 1.00 Give Way Sign Board 34.80 Kgs/No.

- 0.00 Hazard Board 34.80 Kgs/No.

24 2.00 Direction Junction Board 69.60 Kgs/No.

25 1.00 Stop Sign Board 34.80 Kgs/No.

26 2.00 Village Name Board 34.80 Kgs/No.

16 3510.0 T.M.T. Steel 500D M.T.

(3) Bulk Asphalt Grade V.G.-30

It. No. Quantity Item Consump. Per

158.00 Tack Coat 3.62 M.T.

12 Pro. & Lay.37.5 mm Th B.M.

174.00 For Mixing 34.0 Kg Per M.T. 34.00 M.T.

174.00 Tack Coat 3.030 M.T.

13 Pro. & Lay. 0.18 Cmt/10 Sealcoat

77.00 For Mixing 45 Kg Per M.T. 45.00 M.T.

Deputy Executive Engineer Executive Engineer

Panchayat (R&B) Sub-Division Panchayat (R&B) Division

Dayapar-Kachchh Bhuj-Kachchh

KACHCHH PANCHAYAT R. & B. DIVISION BHUJ

NAME OF WORK:-RESURFACING OF SANDHRO DAM APPROACH

COMPILATION OF QTY.

It. Sub Base & Base Asphalt Work C.C.Road C.D. Works & Road Furniture

No Protection Work

Item Unit Rate Total Qty Amount

Qty Amount Qty Amount Qty Amount Qty Amount Qty Amount

1 Clearing and Grubbing road land including uprooting Hect. 28455.09 0.400 11382.04 0.400

rank, vegetation, grass bushes, shrubs, saplings and

trees girth up to 300 mm removal of stumps of trees cut

earlier and disposal of unseviceable materials and

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 Cmt. 122.94 252.000 30980.88 252.000

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.(A)

Loose or soft soil

3 Box cutting the road surface to proper slope and Cmt. 109.24 1135.000 123987.40 1135.000

camber for making a base for road work including

removing the excavated stuff and depositing on the

road side slope as directed upto 50Mt.lead

4 Earth work for embankment with selected soil Cmt. 163.69 1185.00 193972.65 1185.000

C.B.R.not less than 6.0 including breaking clods,

dressing, with all, lead and lift (excl. watering and

consolidation) From borrow area with all lead & lift

5 Rolling & watering and consolidation earthwork using Cmt. 22.96 2572.00 59053.12 2572.000

vibratory road roller 8 - 10 tonne capacity (A) Earth

work (layer not exceeding 200mm thickness)

6 Scarifying gravelled macadam or bitumen macadam Smt. 41.60 600.00 24960.00 600.000

surface 6 cm to 10 cm.depth including stacking useful

materials on road side and disposing off remaining stuff.

7 Construction of granular sub base by providing well Cmt. 1355.62 180.00 244011.60 180.000

graded crushed stone material(M.C.Metal 53 to 9.5 mm

size 50%,M.C. metal 9.5 to 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)

It. Sub Base & Base Asphalt Work C.C.Road C.D. Works & Road Furniture

No Protection Work

Item Unit Rate Total Qty Amount

Qty Amount Qty Amount Qty Amount Qty Amount Qty Amount

8 Providing and laying W.B.M. of M.C. metal of size 45 Cmt. 1986.38 70.00 139046.60 70.000

mm to 90 mm size including 0.27 Cu.M. Stone screening

& 0.08 Cu.M. stone dust as filler including spreading,

watering & consolidation by vibratory roller 80KN to

100KN static weight. 100 mm thick compacted.

9 Providing and laying W.B.M. of M.C. metal of size 45 Cmt. 1812.79 295.00 534773.05 295.000

mm to 63 mm size including 0.12 Cu.M. Stone screening

& 0.08 Cu.M. stone dust as filler including spreading,

watering & consolidation by vibratory roller 80KN to

100KN static weight. 75 mm thick compacted

10 Supplying,stacking and spreading quarry spall with all Cmt. 924.00 200.00 184800.00 200.000

lead and lift and including watering and rolling and

consolidation of sub grade in layers 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

11 Providing and laying bituminous grout base course M.T. 2341.86 158.00 370013.88 158.000

37.50 mm compacted thi. using B.T. stone aggregates as

per required gradation with the Bitumen V.G.-30 for

tack coat 2.5 Kg/10 Smt on B.T.Surface 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. M.T. 2868.71 174.00 499155.54 174.000

using stone chips 0.66 Cum / 1 M.Ton mix as per

gradation and tack coat with Bitumen V.G.-30 grade @

2.50 kg. / 10 Smt. on B.T. surface and asphalt grade 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. Sub Base & Base Asphalt Work C.C.Road C.D. Works & Road Furniture

No Protection Work

Item Unit Rate Total Qty Amount

Qty Amount Qty Amount Qty Amount Qty Amount Qty Amount

13 Provindig and laying bituminous sealcoat with stone M.T. 3195.47 77.00 246051.19 77.000

chips 6 to 10mm size 0.24 cmt /10 smt. i.e. using

cmt agg.per M.T. mix using asphalt V.G.-30 @ of

% of mix inc. heating the asphalt and agg. 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, [ R. A.7 ]

14 Providing and filling in foundation with ordinary cement Cmt 3327.08 122.00 405903.76 122.000

concret M100 mix and providing necessary vetical pin

headers including formwork vibrating ramming and

curing complete.

15 Proving and laying cement concrete Grade M20 Cmt 5189.34 225.00 1167601.50 225.000

C.C.1:1.5:3(1 Cement:1.5 Coarse Sand:3 stone agg

20mm nominal size) for CC road and curring etc. comp.

incl. cost of form work. Finishing the cement 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

16 Providing TMT Bar FE 500D reinforcement for R.C.C. Kg. 77.29 3510.00 271287.90 3510.000

work including bending, binding and placing in position

complete upto floor two level

17 Providing and fixing ordinary kilometer stone of pre- No. 704.33 1.00 704.33 1.000

cast c.c. 1:2:4 including necessary reinfor- cement as

per I.R.C. type design fixing in C.C. 1:4:8 including letter

and paints etc. complete.

18 Providing and fixing hectometer as per I.R.C. type No. 356.50 4.00 1426.00 4.000

design including painting,lettering etc. complete. (ii)

Fixing in C.C. 1:5:10

19 Providing fixing indicator stone of approved stone as No. 343.27 35.00 12014.45 35.000

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

It. Sub Base & Base Asphalt Work C.C.Road C.D. Works & Road Furniture

No Protection Work

Item Unit Rate Total Qty Amount

Qty Amount Qty Amount Qty Amount Qty Amount Qty Amount

20 Facility Informatory Sign :-Providing and fixing sign No. 6256.35 1.00 6256.35 1.000

boards with 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 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

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

21 Citizen Information Board:-Providing and fixing sing No. 10926.57 1.00 10926.57 1.000

boards made out of 2mm aluminium sheet; size 180 x

120cms. rectangle as as per the design of IRC-67-1977

pre treated with phospheting process & acid etching;

coated with one coat of epoxy primer and two coats of

best quality epoxy paint; reflectorised with retro

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)...(S.O.R.IT.No.26099A)

It. Sub Base & Base Asphalt Work C.C.Road C.D. Works & Road Furniture

No Protection Work

Item Unit Rate Total Qty Amount

Qty Amount Qty Amount Qty Amount Qty Amount Qty Amount

22 Cautionary Warning Sign :-Providing and fixing sign No. 3906.19 4.00 15624.76 4.000

boards made out of 2mm aluminium sheet / 4mm ACP

(Aluminum composite Panel); size 90 x 90 x 90 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 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. Sub Base & Base Asphalt Work C.C.Road C.D. Works & Road Furniture

No Protection Work

Item Unit Rate Total Qty Amount

Qty Amount Qty Amount Qty Amount Qty Amount Qty Amount

23 Give Way Sign :-Providing and fixing sign boards made No. 3906.19 1.00 3906.19 1.000

out of 2mm aluminium sheet / 4mm ACP (Aluminum

composite Panel); size 90 x 90 x 90 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 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

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

24 Direction sign (Junction board):-Providing and fixing No. 21287.51 2.00 42575.02 2.000

sing boards made out of 2mm aluminium sheet; size

244 x 122cms. rectangle as as per the design of IRC-67-

1977 pre treated with phospheting process & acid

etching; coated with one coat of epoxy primer and two

coats of best quality epoxy paint; reflectorised with

retro 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. Sub Base & Base Asphalt Work C.C.Road C.D. Works & Road Furniture

No Protection Work

Item Unit Rate Total Qty Amount

Qty Amount Qty Amount Qty Amount Qty Amount Qty Amount

25 STOP Sign :-Providing and fixing sign boards made out No. 6704.36 1.00 6704.36 1.000

of 2mm aluminium sheet / 4mm ACP (Aluminum

composite Panel); size 90 cms. Octagonal as per design

of IRC-67-2012. Pre treated with phospheting process &

acid etching; coated with one coat of epoxy primer and

two coats of best quality epoxy paint ; reflectorised

with High Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as per ASTM D-4956 and

latest M.O.S.T.Specifications; 3.6mtr long stand post of

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

required and frame fabricated from suitable size iron

angle of 35 x 35 x 3mm; painted with bestquality epoxy

coatings in black and white bends. The details of symbol

for each board shall be as per the instruction of

engineer in charge. The fixing at site shall be in 1:2:4 CC

blockof size 45 x 45 x 60 Cms. for each leg including

excavation, curing etc.complete under the supervision

of engineer in charge. A warranty for 7 years for the

Retro reflective sheeting from original manufacturer &

a certified copy of 3 year outdoor exposure test report

from third party test lab for the product offered shall be

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

Reflective sheeting.

26 Village name Sign :-Providing and fixing sign boards No. 6397.43 2.00 12794.86 2.000

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 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

It. Sub Base & Base Asphalt Work C.C.Road C.D. Works & Road Furniture

No Protection Work

Item Unit Rate Total Qty Amount

Qty Amount Qty Amount Qty Amount Qty Amount Qty Amount

27 Road marking with hot applied thermoplastic paints Smt. 367.72 315.00 115831.80 315.000

with reflectorising glass beads on bitumin surface

providing and laying a hot applied thermoplastic

compound 2.5 mm thick including reflectorising glass

beads @ 250gms per sqm area, thickness of 2.5mm is

excluding of surface applied glass beds as per IRC:35-

2015. The finished surface to be level, uniform and free

from streaks and holes. zebra patta /bump patta

lane/center line/ edge line/cut patta. The white color

marking should provide liminance coefficinet on

cemend road shalll be min 130 mcd/m2/lux and Asphalt

road shall be min 100 mcd/m2/lux during the service

life during the day time. The marking should meet the

performance criteria for night time reflectivity, wet

reflectivity and skid resistance as mentioned in the

section-15 of IRC 35-2015. Warranty for the Retro

Amount of GST (18%)

Amount of Quality Control

Amount of Contigency

Amount As Technical Sanction

Deputy Executive Engineer

Panchayat (R&B) Sub-Division

Dayapar-Kachchh

NAME OF WORK:-RESURFACING OF SANDHRO DAM APPROACH

NON TENDERED ITEMS

NAME OF WORK:-RESURFACING OF SANDHRO DAM APPROACH