CONSTRUCTION OF RAPARGADH PINGLESHVAR BYPASS ROAD (MMGSY 2025-26, NON PLAN VR)(3rd attempt)

NAME OF WORK :- CONSTRUCTION OF RAPARGADH PINGLESHVAR BYPASS ROAD (MMGSY 2025-26, NON

BILL OF 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, 0.24 Hect. 28455.09 Rupees Twenty

vegetation, grass bushes, shrubs, saplings and trees girth up to Eight Thousand

300 mm removal of stumps of trees cut earlier and disposal of Four Hundred

unseviceable materials and stacking of serviceable materials to Fifty Five And

be use (A) By mechanical means in area of light jungle Paise Nine Only

2 Box cutting the road surface to proper slope and camber for 601.00 Cmt. 109.24 Rupees One

making a base for road work including removing the excavated Hundred Nine

stuff and depositing on the road side slope as directed upto And Paise

50Mt.lead. Twenty Four

3 Earth work for embankment with selected soil C.B.R.not less 431.00 Cmt. 163.69 Rupees One

than 6.0 including breaking clods, dressing, with all, lead and lift Hundred Sixty

(excl. watering and consolidation) From borrow area with all Three And Paise

lead & lift Sixty Nine Only

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

specifications) Rate in In words

4 Rolling & watering and consolidation earthwork using vibratory 431.00 Cmt. 22.96 Rupees Twenty

road roller 8 - 10 tonne capacity (A) Earth work (layer not Two And Paise

exceeding 200mm thickness) Ninety Six Only

5 Supplying,stacking and spreading quarry spall with all lead and 72.00 Cmt. 633.83 Rupees Six

lift and including watering and rolling and consolidation of sub Hundred Thirty

grade in layers at OMC to required dry density including filling Three And Paise

depression which occurs during the process using vibratory roller Eighty Three

of 80 KN to 100KN (selected quarry spall having CBR value not Only

less than 30.0)

6 Construction of granular sub base by providing well graded 554.00 Cmt. 928.45 Rupees Nine

crushed stone material(M.C.Metal 53 to 9.5 mm size 50%,M.C. Hundred Twenty

metal 9.5 to 2.36 mm 20% and stone dust below 2.36mm size Eight And Paise

30%) spreading in uniform layes with motor grader on prepared Forty Five Only

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

7 Providing and laying W.B.M. of M.C. metal of size 45 mm to 90 163.00 Cmt. 1450.79 Rupees One

mm size including 0.27 Cu.M. Stone screening & 0.08 Cu.M. Thousand Four

stone dust as filler including spreading, watering & consolidation Hundred Fifty

by vibratory roller 80KN to 100KN static weight. 100 mm thick And Paise

compacted Seventy Nine

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

specifications) Rate in In words

8 Providing and laying W.B.M. of M.C. metal of size 45 mm to 63 232.00 Cmt. 1324.63 Rupees One

mm size including 0.12 Cu.M. Stone screening & 0.08 Cu.M. Thousand Three

stone dust as filler including spreading, watering & consolidation Hundred Twenty

by vibratory roller 80KN to 100KN static weight. 75 mm thick Four And Paise

compacted each layer. Sixty Three Only

9 Providing and laying bituminous grout base course 37.50 mm 113.00 M.T. 2355.58 Rupees Two

compacted thi. using B.T. stone aggregates as per required Thousand Three

gradation with the Bitumen V.G.-30 for tack coat 2.5 Kg/10 Smt Hundred Fifty

on B.T.Surface and 4.0 Kg/10 Smt on W.B.M.Surfcae and asphalt Five And Paise

V.G.-30 grade for mixing @ 1.99 % i.e. 19.90 kg./ MT by weight Fifty Eight Only

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.

10 Providing and laying 37.50 mm thick compacted B.M. using stone 124.00 M.T. 2932.68 Rupees Two

chips 0.66 Cum / 1 M.Ton mix as per gradation and tack coat Thousand Nine

with Bitumen V.G.-30 grade @ 2.50 kg. / 10 Smt. on B.T. surface Hundred Thirty

and asphalt grade VG-30 for mixing @ 34 kg/M.Ton (I.e. 3.40% Two And Paise

of mix) including heating the and aggregate by contineous Sixty Eight Only

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

11 Provindig and laying bituminous sealcoat with stone chips 6 to 41.00 M.T. 3245.66 Rupees Three

10mm size 0.18 cmt /10 smt. i.e. using 0.66 cmt agg.per M.T. mix Thousand Two

using asphalt V.G.-30 @ of 4.50 % of mix inc. heating the Hundred Forty

asphalt and agg. By continous batching drum mix plant and paver Five And Paise

finisher and consolidating by vibratory roller incl. providing Sixty Six Only

equipments, tools, plants, firewood ,oil, kerosene, labour

charges etc, comp, using the contractor's own machinary.

12 Providing & Laying cement concrete 1:4:8 (1-Cement 4-Coarse 159.00 Cmt. 2968.27 Rupees Two

sand 8-machine crushed stone aggregates 40mm nominal size) Thousand Nine

and curing complete in foundation and plinth. Hundred Sixty

Eight And Paise

13 Proving and laying cement concrete Grade M20 C.C.1:1.5:3(1 231.00 Cmt. 5294.54 Rupees Five

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

road and curring etc. comp. incl. cost of form work. Finishing the Hundred Ninety

cement concrete road by Tri-mix process inclusive of labour Four And Paise

charges for trimix vacume dewatering process on cement conc. Fifty Four Only

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.

14 Providing TMT Bar FE 500D reinforcement for R.C.C. work 4810.00 Kg. 77.29 Rupees Seventy

including bending, binding and placing in position complete upto Seven And Paise

floor two level Twenty Nine

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

specifications) Rate in In words

15 Providing and fixing ordinary kilometer stone of pre-cast c.c. 1.00 No. 704.33 Rupees Seven

1:2:4 including necessary reinfor- cement as per I.R.C. type Hundred Four

design fixing in C.C. 1:4:8 including letter and paints etc. And Paise Thirty

complete. Three Only

16 Providing and fixing hectometer as per I.R.C. type design 2.00 No. 356.50 Rupees Three

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

17 Providing fixing indicator stone of approved stone as per I.R.C. 21.00 No. 343.27 Rupees Three

type design in c.c. 1:4:8 including white washing etc. complete. Hundred Forty

(ii) Fixing in C.C. 1:5:10 Three And Paise

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

specifications) Rate in In words

18 Facility Informatory Sign :-Providing and fixing sign boards with 1.00 No. 3990.64 Rupees Three

logo of MMGSY made out of 2mm aluminium sheet / 4mm ACP Thousand Nine

(Aluminum composite Panel); size 80 x 60 cms. rectangular as Hundred Ninety

per design of IRC-67-2012. Pre treated with phospheting process And Paise Sixty

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

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

19 Cautionary Warning Sign :-Providing and fixing sign boards made 2.00 No. 5077.27 Rupees Five

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

Panel); size 90 x 90 x 90 cms. equilateral triangle as per design of Seventy Seven

IRC-67-2012. Pre treated with phospheting process & acid And Paise

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

best quality epoxy paint ;reflectorised with Micro Prismatic Only

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

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

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

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

painted with bestquality epoxy coatings in black and white

bends. The details of symbol foreach board shall be as per

theinstruction of engineer in charge. The fixing at site shall be in

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

excavation, curing etc.complete under the supervision of

engineer in charge. A warranty for 10 years for the Retro

reflective sheeting from original manufacturer & a certified copy

of 3 year outdoor exposure test report from third party test lab

for the product offered shall be submitted by contractor. (A)

Class-C Type-11 Retro Reflective sheeting

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

specifications) Rate in In words

20 Give Way Sign :-Providing and fixing sign boards made out of 2.00 No. 3906.19 Rupees Three

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

size 90 x 90 x 90 cms. equilateral triangle as per design of IRC-67- Hundred Six And

2012. Pre treated with phospheting process & acid etching; Paise Nineteen

coated with one coat of epoxy primer and two coats of best Only

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

21 Direction sign (Junction board):-Providing and fixing sing boards 2.00 No. 14831.71 Rupees

made out of 2mm aluminium sheet; size 244 x 122cms. Fourteen

rectangle as as per the design of IRC-67-1977 pre treated with Thousand Eight

phospheting process & acid etching; coated with one coat of Hundred Thirty

epoxy primer and two coats of best quality epoxy paint; One And Paise

reflectorised with retro refiective sheeting as per latest M.O.S.T. Seventy One

Specifications; Letters and numerals should be as per IRC-30- Only

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

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

specifications) Rate in In words

22 STOP Sign :-Providing and fixing sign boards made out of 2mm 2.00 No. 6704.36 Rupees Six

aluminium sheet / 4mm ACP (Aluminum composite Panel); size Thousand Seven

90 cms. Octagonal as per design of IRC-67-2012. Pre treated with Hundred Four

phospheting process & acid etching; coated with one coat of And Paise Thirty

epoxy primer and two coats of best quality epoxy paint ; Six Only

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

23 Village name Sign :-Providing and fixing sign boards made out of 1.00 No. 6397.43 Rupees Six

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

size 90x60 cms. rectangular as per design of IRC-67-2012. Pre Hundred Ninety

treated with phospheting process & acid etching; coated with Seven And Paise

one coat of epoxy primer and two coats of best quality epoxy Forty Three Only

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

Rupees Forty One Lakh(s) Sixty Six Thousand Four Hundred Thirty Five And Paise Twenty Two 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.41,66,437.53 Estimated amount put to tender Rs.41,66,437.53

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

(Please strike out which ever is not applicable )

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

specifications) Rate in In words

1 All work shall be carried out as per public works department handbook and other specifications of division or as directed.

2 Rates quoted inclusive of clearance of sight (prior to commencement of work and at its close) in all respect

and hold good for work under all conditions , sight, moisture, weather etc

3 one percent labor cess will be deducted from the valued work done as per ' Bulding and other construction

work welfare cess act' G.R. No. GHR - 2005/04/CWA/2004/841/M-3 Dt. 31/01/2005

Deputy Executive Engineer Executive Engineer

Signature of the Contractor. R & B Panchayat Sub Division R & B Panchayat Division

Naliya-Kachchh Bhuj - Kachchh