SCSP/MMGSY/2026-27 ,of Resurfacing of Khambhel to Adiwada Road 0.000 to 1.880 km. Ta. Bechraji, Dist, Mehsana

Bill of Quantities

QUANTITY STATEMENT

It. No. Description of item Quantity Unit Total Amount

It. No. Description of item Quantity Unit Total Amount

In Figures In words

1 Clearing & Grubbing road land including uprooting rank vegation grass

Rupees Twenty Eight

bushes shrabs saplings and trees girth up to 300 mm removal of stumps of

trees cut earlier and disposal of unserviceable materials.( C ) By 0.74 Hect. 28455.09

Hundred Fifty Five and

Mechanical Means Light Jungle.

Paise Nine Only

(Item Code: 26117C, Pg. No. 234)

2 Earthwork for embankment including breaking clods, dressing with all lead

and lift and including watering rolling and consolidation of subgrade in

Rupees One Hundred

layer sat O.M.C. to required dry density including filling the depression

3012.94 Cmt. 177.91 Seventy Seven and Paise

which occurduring the process using powerroller 8T to 10T. (E)From

Ninety One Only

Borrow area within 3.0KM. lead.

(Item Code: 26004EA, Pg. No.186)

3 Box cutting the road surface to proper slope and camber for making a base

for road work including removing the excavated stuff and depositing on Rupees One Hundred

the road side slope as directed upto 50Mt.lead. (Item Code: 26008, Pg. Nine and Paise Five Only

4 Construction of Grannular sub base of in by providing GSB Gr - I coarse

graded material using B.T Metal 26.5mm to 53 mm @ 35 % ,26.5mm to Rupees One Thousand

4.75mm 45% & Below 2.36mm 20 % in uniform layer with motor grader Six Hundred Seventy

on prepared surface mxing by mix in place method with vibratory roller to Four and Paise Thirty

achive the desired density complete as per close 401. (RA-1) Six Only

5 Provdining and laying W.B.M of B.T.M.C metal of size 45 mm to

90 mm size including 0.27 Cu.M. Stone Screeing & 0.08 Cu.M. Rupees Two Thousand

stone dust as filler including spreading, watering & Three Hundred Eighty

consolidation by vibratory roller 80KN to 100KN static weight. 100 One and Paise Sixty

mm thick compected each of two layer. {As per R.A.} Eight Only

6 Provdining and laying W.B.M of B.T.M.C metal of size 45 mm to

63 mm size including 0.12 Cu.M. Stone Screeing & 0.08 Cu.M. Rupees Two Thousand

stone dust as filler including spreading, watering & Two Hundred Fifty One

consolidation by vibratory roller 80KN to 100KN static weight. 75 and Paise Fifty Nine

mm thick compected each of two layer. {As per R.A.} Only

7 Providing and compacted QUARRY SPALL for side shoulder on road site

Rupees One Thousand

including collection of material spreading, rolling of watering etc.

One Hundred Thirteen

complete as directed. (R.A.-3) 294.00 Cmt. 1113.93

and Paise Ninety Three

8 Supplying and fixing reinforced concrete heavy duty non-pressure pipes

with collars for culverts carrying heavy traffic as per IS 458-1991

Rupees Six Hundred

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

30.00 Rmt. 659.99 Fifty Nine and Paise

(to level or slopes) of class NP3 of following internal daimeters.(i) 300mm

Ninety Nine Only

(Item Code: 26089AA, Pg. No.197)

9 Providing & laying 37.50 mm thick B.U.S.G. with B.T. aggregates as per

M.O.R.T.&H. specification & bitumen for mixing viscosity grade VG-30

with VG-30 as Tack Coat 4.0 kg/10 smt at the rate of 19.90 Kg./M.T.

i.e.1.99% of total weight of mix including heating the aggregare & asphalt

Rupees Three Thousand

in continuous DRUM mix plant and spreading the same by paver finisher

Two Hundred Thirty

and consolidation with vibratory roller including paving all materials 42.19 MT. 3232.91

Two and Paise Ninety

equipments, tools & plants, fire wood, oil, kerosene, labour charges etc

complete using contractor's own machinery batch mix plant & paver

finisher etc. complete. using contractors own machinary DRUM and

Sensor paver finisher etc. complete (R.A.-4)

10 Providing and laying 37.5 mm thick compacted bitumenous macadam

(BM) using crushed stone aggregate as per MORT & H gradation a & VG-

30 grade bitumen [with VG-30 as tack coat 2.5 kg/10smt ] at the rate of

3.40% by weight of total mix (i.e. 34kg/mt by wt. of total mix) for binding

Rupees Four Thousand

including heating and mixing the asphalt and aggregates by continuous

711.56 MT 4067.27 Sixty Seven and Paise

drum mix plant and transporting the mix and spreading the same by paver

Twenty Seven Only

finisher and consolidation with vibratory road roller including using all

necessary equipments, tools, plants, including cost of all materials,

firewood, oil, lubricants, labour charges etc. complete. (R.A.-5)

Bill of Quantities

QUANTITY STATEMENT

It. No. Description of item Quantity Unit Total Amount

It. No. Description of item Quantity Unit Total Amount

In Figures In words

11 Providing & laying 20mm thick premix seal surfacing using specified

graded machine crushed aggregates with VG-30 grade bitumen at the rate

of 5.1 % i.e. 51.0 Kg/ M.T. by weight mix including heating & mixing in

Rupees Five Thousand

drum mix plant transporting the mix spreading the same by paver finisher 396.75 MT 5016.00

and consolidation by vibratory roller as per MORT&H specification

including cost of all materials fuel, labours, tools and plant etc. comp.

12 Providing and laying cement concrete 1:4:8 (1- Cement : 4- coarse sand :

Rupees Two Thousand

stone aggregates 40 mm nominal size) and curing complete excluding cost

Six Hundred Forty

of formwork in (A) Foundation and Plinth. 56.25 Cmt. 2643.35

Three and Paise Thirty

(Item Code: 05004A, Pg. No. 70)

13 Providing & Casting in situ Ordinary Cement Concrete 1:1.5:3 (1 cement :

1.5 Coarse sand : 3 machine crushed stone aggregate 20mm nominal size)

for C.C. road including including tamping ,vibrating, finishing and curing

complete.Finishing the cement concrete road by trimix process inclusive of

Rupees Four Thousand

labour charges for trimix vacuum dewatering process on cement concrete

road by using vacuum dewatering pump, surface floater, surface vibrator 112.50 Cmt. 4714.68

Fourteen and Paise

including channeling & making grooves & rough finish to surface by

Sixty Eight Only

providing expansion joints, contraction joint & construction joints with

fillings of joints with asphalt filler as per direction by engineer incharge &

as per specification. (RA-1)

14 Providing and laying in position FE 500DTMTbar reinforcement including Rupees Seventy Three

cutting, bending, hooking and tying completeasper detaileddrawings for Thousand Eight

the following.(A) Piers (B) Abutments (C) R.C.C. Returns (It. Code 2.06 MT 73858.69 Hundred Fifty Eight

27109, Pg. No. 268) and Paise Sixty Nine

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

Rupees One Hundred

stacking of useful maternal and disposing off the excavated stuff upto

139.87 Cmt. 122.99 Twenty Two and Paise

m lead(A) Loose or soft soil (Pg 64, It Code 04001A)

Ninety Nine Only

16 Providing and laying cement concrete 1:4:8 (1-Cement:4-coarse sand:8-40

Rupees Two Thousand

mm nominal size) and curing complete excluding cost of formwork in (A)

Seven Hundred Forty

Foundation and Plinth. (RA) 19.85 Cmt. 2748.81

Eight and Paise Eighty

17 Providing & casting in situ ordinary cement concrete 1:2:4 (1 cement:

Coarse sand: 4 machine crushed stone aggregate 20mm nominal size) and

Rupees Three Thousand

providing necessary pin headers including shuttering, scaffolding. laying,

Seven Hundred Twenty

vibrating, curing and finishing complete without V-Groves (A) Height 151.66 Cmt. 3725.46

Five and Paise Forty Six

from 0.0 M. to 5.0 M. (Pg. No 260, It. code 27053AA)

(for M150 Add cement diff. 3322.19+(70*5.234)=3688.57)

18 Supplyingandfixingreinforcedconcreteheavyduty non-pressure pipes with

Rupees Three Thousand

collars for culverts includingsettingand joining thepipes incm. 1:2 watering

Two Hundred Seventy

and laying (To level of slops) of I.S.458/2003 Class NP 3 casted by 70.00 Rmt. 3271.56

One and Paise Fifty Six

vertically vibrated technology of following internal diameters. (v) 900 mm

Dia. (Pg 198 / It Code 26135)

19 Dismentaling the existing structure including removing and stacking the

Rupees Nine Hundred

dismentelled materials as and where directed. (A) R.C.C. work. (R&B

215.20 Cmt. 930.23 Thirty and Paise Twenty

SOR It. No. 27001A)

20 Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4

including necessary reinforcement as per I.R.C. type design in C.C. 1:4:8 Rupees Seven Hundred

including painting,lettering etc. complete (For O.D. road V.R.). 2.00 No. 704.33 Four and Paise Thirty

(Item Code: 26052, Pg. No. 193) Three Only

21 Providing and fixing Pre Cast Hectometer as per I.R.C. type design

Rupees Three Hundred

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

10.00 No. 356.50 Fifty Six and Paise Fifty

(Item Code: 26044B, Pg. No. 192)

22 Providing and fixing guard stone as per I.R.C. type design including white Rupees One Hundred

washing etc. complete.(i) Fixing in Earth. 200.00 No. 100.97 and Paise Ninety Seven

(Item Code: 26045A, Pg. No. 192) Only

Bill of Quantities

QUANTITY STATEMENT

It. No. Description of item Quantity Unit Total Amount

It. No. Description of item Quantity Unit Total Amount

In Figures In words

23 Road marking with hot applied thermoplastic paints 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 Rupees Three Hundred

provide liminance coefficinet on cemend road shalll be min 130 514.63 Smt. 367.72 Sixty Seven and Paise

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

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.

(Item Code: 26161, Pg. No. 242)

24 Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks Raised

Pavement Markers made of polycarbonate and ABS moulded body and

reflective panels with micro prismatic lens capable of providing total

internal reflection of the light entering the lens face and shall support a

load of 13635 kgs. tested in accordance to ASTM D 4280 Type H and

complying to Specifications of Category A of MORTH Circular No

RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length

shall not exceed 20 mm, 130 mm and 130 mm and with minimum

reflective area of 13 Sqcm on each side and the slope to the base shall be Rupees Two Hundred

35 +/- 5 degree. The strength of detachment of the integrated cylindrical 140.00 No. 217.40 Seventeen and Paise

shanks, (of diameter not less than 19 +/- 2 mm and height not less than Forty Only

30+/- 2 mm) from the body is to be a minimum value of 500 Kgf. Fixing

will be by drilling holes on the road for the shanks to go inside, without

nails and using epoxy resin based adhesive as per manufacturers

recommendation and The color of the marker should be as per the IRC 35-

2015 and as directed by Engineer-in-charge.

(Item Code: 26162, Pg. No. 242)

25 Chevron sign :-Providing and fixing sign boards made out of 1.5mm Rupees Three Thousand

aluminium sheet / 3mm ACP (Aluminum composite Panel); size 60x50cm 11.00 No. 3711.75 Seven Hundred Eleven

rectangular as per design of IRC-67-2012. Pre treated with phospheting and Paise Seventy Five

26 Cautionary Warning Sign :-Providing and fixing sing boards made out of

2mm aluminium sheet; size 90 x 90 x 90 cms. equilateral triangle as per

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 refiectivesheeting as per latest

M.O.S.T.Specifications; 3.1m long stand postand frame fabricated from

Rupees Three Thousand

suitable sizeiron angle of 35 x 35 x 3mm, 75 x 75 x 6mm as required;

Three Hundred Seventy

painted with bestquality epoxy coatings in black andwhite bends. The 18.00 No. 3379.54

Nine and Paise Fifty

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

Cms. for each leg.including excavation, curing etc.complete under the

supervision of engineer in charge.(A) Engineer Grade(VR).

(Item Code: 26092A, Pg. No. 199)

27 Village name/ Bump Ahed sign :-Providing and fixing sing boards made Rupees Five Thousand

out of 2mm aluminium sheet; size 90 x 60cms. rectangle as as per the 2.00 No. 5045.36 Forty Five and Paise

28 design of IRC-67-1977signs

Regulatory/Mandatory pre treated with and

:Providing phospheting process

fixing sing boards&made

acid out of Thirty Six Only

2mm aluminium sheet; size 60cms. diameter circle as per the design of

IRC-67-1977 pre treated with phospheting process & acid eteching; 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; 3.1m long stand post and frame fabricated from suitable Rupees Three Thousand

size iron angle of 35 x 35 x 3mm 75x75x6mm as required; painted with Two Hundred Sixty

best quality epoxy coatings in black and white bends. the details of symbol Eight and Paise Seventy

for each board shall be as per the instruction of engineer in charge. The Nine Only

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).

(Item Code: 26094A, Pg. No. 202)

Bill of Quantities

QUANTITY STATEMENT

It. No. Description of item Quantity Unit Total Amount

It. No. Description of item Quantity Unit Total Amount

In Figures In words

29 Direction (Junction) Sign :-Providing and fixing sign boards made out of

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

244x122 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; 4.0mtr (2 Nos.) long stand post Rupees Fourteen

of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and Thousand Eight

frame fabricated from suitable size iron angle of 50x50x5mm; painted 1.00 No. 14831.71 Hundred Thirty One

with bestquality epoxy coatings in black and white bends. The details of and Paise Seventy One

symbol for each board shall be as per the instruction of engineer in charge. Only

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) engineering grade. 26098A.

(Item Code: 26098A, Pg. No. 208)

30 STOP SIGN:-Providing and fixing sing boards made out of 2mm

aluminium sheet; size 90 x 90cms. rectangle as per the design of IRC-67-

1977 pre treated with phospheting process & acid teching; 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; 3.1m long stand post and frame fabricated from suitable

Rupees Four Thousand

size iron angle of 35 x 35 x 3mm 75x75x6mm as required; painted with

4.00 No. 4676.06 Six Hundred Seventy Six

best quality epoxy coatings in black and white bends. the details of symbol

and Paise Six Only

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 tec. complete under the supervision of

engineer in charge.(A) Engineer Grade(VR).

(Item Code: 26095A, Pg. No. 204)

31 Hazard Marker Sign :-Providing and fixing sing boards made out of 2mm

aluminium sheet; size 90 x 30cms. rectangle as as per the design/drawing

attached (IRC) pretreated 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. Rupees Two Thousand

Specifications; 3.1m long stand post and frame fabricated from suitable Four Hundred Twenty

size iron angle of 35 x 35 x 3mm & 50 x 50 x 5mm painted with best Three and Paise Seventy

quality epoxy coatings The fixing at site shall be in 1:2:4 CC block of size Four Only

45x45x 60cms. for each leg. including excavation curing etc. complete

under the supervision of engineer in charge.(A) Engineer Grade(VR) (Item

Code: 26102A, Pg. No. 204)

32 Providing and fixing Logo Board of MMGSY diamond size (600 x

600mm) 16 gauge & board plate size (900 x 250 mm) 16 guage thick M.S. Rupees Two Thousand

Plate and 2.40 meter deep length single angle 75 x 75 x 6 mm size Three Hundred Ninety

including fitting in CC Block CC 1:2:4, 30 x 30 x 85 Cm including Three and Paise Seventy

necessary excavation, painting, lettering with luminious colour as per Only

drawing etc. (R.A.)

33 Citizen's Information Board - Providing and fixing of typical MMGSY

information board as per instruction. Two ACP Sheets of 3 mm thick, of

900 mm x 750 mm size fixed at top & bottom duly rivetted with MS

angles of 25 x 25 x 5 mm thick M.S. angles shall be welded by two

vertical M.S. angle shall be welded by two vertical M.S. angle of 5 mm

thick to 75 mm x 75 mm of 12 SWG square tubes posts duly embedded in Rupees Nine Thousand

cement concrete M-15 grade blocks of 60 x 60 x 75 Cm, below ground Eight Hundred Sixty

level. The letters & figure of any shade reflectorised with High Inensity and Paise Sixty Three

Prismatic Grade Retro Reflective Sheeting of Type-4 as per ASTM D- Only

4956 and latest MORTH specifications; All section of framed posts and

steel tube will be painted with primer and two coats of epoxy paints as per

drawing Clause 1701 and Annexure 1700.1 (10.16). (A) Class B High

intensity Grade Retro Reflective sheeting. (R.A.)

Total Bid Price (in Figure)

Rupees Eighty Eight Lakhs Forty Eight Thousand Four Hundred Twenty Seven

(in words) and Paise Thirteen Only

I/We am/are willing to carry out the work at ___________% above/below the (percentage should bewritten in figure and words only) Estimated rates as

mentioned above,amount of my/our tender works out as under.

Bill of Quantities

QUANTITY STATEMENT

It. No. Description of item Quantity Unit Total Amount

It. No. Description of item Quantity Unit Total Amount

In Figures In words

Estimated Amount Estimated Amount

Put to Tender: RS. Put to Tender: RS.

Net : RS. Total : RS.

In Words RS. In Words RS.

(Please Strike out whichever is not applicable)

The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge for which no extra

1 payment shall be made.

2 The labour cess 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

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 there is a 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.

5 Credit amount of Rs. _________________ Shall be recovered from the running bill in which dismantle item will be recorded for payment.

Deputy Executive Engineer Executive Engineer

Signature of contractor R&B (P) Sub Division, R&B (P) Division