CONSTRUCTION OF RE-ROUTING MATANAMADH SODHCAMP ROAD TA.LAKHAPAT

NAME OF WORK:- CONSTRUCTION OF RE-ROUTING MATANAMADH SODHCAMP ROAD 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, 0.200 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 Earthwork in cutting including preparing the slope and camber 252.000 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

3 Earth work for embankment with selected soil C.B.R.not less than 6.0 2830.000 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

4 Rolling & watering and consolidation earthwork using vibratory road 3082.000 Cmt. 22.96 Rupees Twenty Two And

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

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

specifications) Rate in In words

5 Construction of granular sub base by providing well graded crushed 184.000 Cmt. 791.68 Rupees Seven Hundred

stone material(M.C.Metal 53 to 9.5 mm size 50%,M.C. metal 9.5 to 2.36 Ninety One And Paise Sixty

mm 20% and sand below 2.36mm size 30%) spreading in uniform layes Eight Only

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

for grading -I well graded sub base material.(150mm thick compacted

6 Providing and laying W.B.M. of M.C. metal of size 45 mm to 90 mm size 84.000 Cmt. 1249.25 Rupees One Thousand Two

including 0.27 Cu.M. Stone screening & 0.08 Cu.M. stone dust as filler Hundred Forty Nine And

including spreading, watering & consolidation by vibratory roller 80KN Paise Twenty Five Only

to 100KN static weight. 100 mm thick compacted.

7 Providing and laying W.B.M. of M.C. metal of size 45 mm to 63 mm size 117.000 Cmt. 1140.94 Rupees One Thousand One

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

including spreading, watering & consolidation by vibratory roller 80KN Ninety Four Only

to 100KN static weight. 75 mm thick compacted

8 Supplying,stacking and spreading quarry spall with all lead and lift and 40.000 Cmt. 488.85 Rupees Four Hundred

including watering and rolling and consolidation of sub grade in layers Eighty Eight And Paise

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

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

9 Providing and laying bituminous grout base course 37.50 mm 60.000 M.T. 3049.73 Rupees Three Thousand

compacted thi. using B.T. stone aggregates as per required gradation Forty Nine And Paise

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

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

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

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

pavers finisher and consolidation as per MORTH specification incl. cost

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

drum mix plant etc. comp. etc. comp.

10 Providing and laying 37.5 mm thick compacted B.M. using stone chips 66.000 M.T. 3927.30 Rupees Three Thousand

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

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

11 Provindig and laying bituminous sealcoat with stone chips 6 to 10mm 30.000 M.T. 4543.70 Rupees Four Thousand Five

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

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

12 Excavation for foundation upto 1.5 m depth including sorting out 332.000 Cmt 253.88 Rupees Two Hundred Fifty

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

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

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

specifications) Rate in In words

13 Providing and filling in foundation with ordinary cement concret M100 33.200 Cmt 3327.08 Rupees Three Thousand

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

vibrating ramming and curing complete. Seven And Paise Eight Only

14 Providing and filling in foundation with ordinary cement concret M150 357.000 Cmt 3697.13 Rupees Three Thousand Six

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

vibrating ramming and curing complete. Paise Thirteen Only

15 Providing TMT Bar FE 500D reinforcement for R.C.C. work including 1420.000 Kg. 77.29 Rupees Seventy Seven And

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

16 Providing & laying weep hole in Aburtments, and returns by using PVC 140.000 No. 151.08 Rupees One Hundred Fifty

6 Kg/Sqcm pipe of 110mm dia including laying in proper grede and One And Paise Eight Only

jointing the completed as per detailed specification.

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

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

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

18 Providing and fixing hectometer as per I.R.C. type design including 1.000 No. 356.50 Rupees Three Hundred Fifty

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

19 Providing fixing indicator stone of approved stone as per I.R.C. type 6.000 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

20 MMGSY"LOGO"Board: Providing and fixing of MMGSY LOGO 1.000 No. 6256.35 Rupees Six Thousand Two

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

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

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

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

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

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

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

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

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

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

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

will be embeded in cement concrete M15 grade block of

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

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

between the diamond shaped plate and Lower Plate is kept

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

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

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

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

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

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

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

A from original manufacture shall be submiteed by contractor.

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

specifications) Rate in In words

21 Citizen Information Board:-Providing and fixing sing boards made out of 1.000 No. 10926.57 Rupees Ten Thousand Nine

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

22 Cautionary Warning Sign :-Providing and fixing sign boards made out 2.000 No. 3906.19 Rupees Three Thousand

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

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

Pre treated with phospheting process & acid etching; coated with one

coat of epoxy primer and two coats of best quality epoxy paint ;

reflectorised with High Intensity Prismatic Grade retro

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

M.O.S.T.Specifications; 3.6mtr long stand post of Iron Angle 75 x 75 x

6mm / 65NB Circular MS Pipe as required and frame fabricated from

suitable size iron angle of 35 x 35 x 3mm; painted with bestquality

epoxy coatings in black and white bends. The details of symbol for each

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

site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg

including excavation, curing etc.complete under the supervision of

engineer in charge. A warranty for 7 years for the Retro reflective

sheeting from original manufacturer & a certified copy of 3 year

outdoor exposure test report from third party test lab for the product

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

Reflective sheeting

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

specifications) Rate in In words

23 Give Way Sign :-Providing and fixing sign boards made out of 2mm 1.000 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(S.O.R.It.No.26097B)

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

specifications) Rate in In words

24 Direction sign (Junction board):-Providing and fixing sing boards made 2.000 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 & acid And Paise Seventy One 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

25 STOP Sign :-Providing and fixing sign boards made out of 2mm 1.000 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

26 Village name Sign :-Providing and fixing sign boards made out of 2mm 1.000 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

27 Road marking with hot applied thermoplastic paints with reflectorising 72.000 Smt. 367.72 Rupees Three Hundred Sixty

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

thermoplastic compound 2.5 mm thick including reflectorising glass Two Only

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

surface applied glass beds as per IRC:35-2015. The finished surface to

be level, uniform and free from streaks and holes. zebra patta /bump

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

should provide liminance coefficinet on cemend road shalll be min

mcd/m2/lux and Asphalt road shall be min 100 mcd/m2/lux during the

service life during the day time. The marking should meet the

performance criteria for night time reflectivity, wet reflectivity and skid

resistance as mentioned in the section-15 of IRC 35-2015. Warranty for

the Retro reflectivity should be two years.

Rupees Thirty Three Lakh(s) Thirty Four Thousand Two Hundred Ninety Five And Paise Forty 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.33,34,295.40 Estimated amount put to tender Rs.33,34,295.40

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

(Please strike out which ever is not applicable )

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

for which no extra payment shall bemade.

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

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

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

specifications) Rate in In words

4 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt G.R.: PRC-10/2017 Cement

Consumption/16/C Date: 11/05/2017 as stated in S.O.R. therefore in R.C.C. items where the reisa change as per actual mix

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

mentioned in all the tender.

Signature of the Contractor. Deputy Executive Engineer Executive Engineer

R & B Panchayat Sub Division R & B Panchayat Division

Dayapar-Kachchh Bhuj - Kachchh