SCSP - MMGSY 2026 - 2027. , RESURFACING OF - DELA BASANA ROAD. IN MEHSANA TALUKA, DIST-MEHSANA

SCSP - MMGSY 2026 - 2027. , Resurfacing of - Dela Basana Road. In Mehsana Taluka, Dist-

BILL OF QUANTITIES

QUANTITY STATEMENT

It. Description of Item (with brief specification and rate

Quantity Unit Rate In Amount

No. reference to book of specifications)

1 Clearing and grubbing road land including uprooting rank 0.85 Hec 28455.09

vegetation grass bushes, shrubs, sapling and trees girth up to

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

unserviceable materials (C) By mechanical means in area of

2 Box cutting the road surface to proper slope and camber for 1131.00 Cum. 109.05

making a base of road work including removing the excavated

stuff and depositing on the road side slops as directed upto

3 Earthwork for embankment with selected earth CBR not less 51.00 Cum. 192.15

than 6 including breaking clods, dressing with all lead and lift

(including watering and consolidation) (B) From Borrow area

with all lead and lift.

4 Rolling and consolidation using vibratory road roller 8 - 10 1131.00 Cum. 33.09

tonne capacity (incl. watering)(A) Earth work (layer not

exceeding 200mm thickness)

5 Provdining and laying W.B.M of B.T.M.C metal of size 45 mm to 883.00 Cum. 1809.92

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

stonedust as filler including spreading, watering

&consolidation by vibratory roller 80 KN to 100 KN static

weight. 75mm thick compected each of two layer.

6 Providing and laying 37.5mm thick bituminous grout base 33.00 MT 3285.53

course using M.C stone B.Tstone. as per gradation and asphalt

VG-30 for mixing 1.99% of mix i.e 19.90/MT by weight including

heating the asphalt and aggregate by hot mix hot laid process

using drum mix plant beaching, spreading the same by paver

finisher and consolidation with vibratory roller including the

cost of labour ,oil, lubricants etc. using contractors own

machineries and plant including applying tack coat over WBM

surface 4.0kg/10sqm.

7 Providing and laying 37.50 mm thick B.M. using M.C stone B.T. 510.00 MT 4255.13

stone. as per M.O.R.T. & H. specification & asphalt for tack

coat at the rate of 2.5 Kg./10 Sqm. with mechanical sprayer &

bitumen grade VG 30 for mixing at the rate of 34 Kg./M.T. i.e.

3.40% of total weight of mix including heating the aggregate

and asphalt in continuous batching drum mix plant and

spreading the same by paver finisher and consolidation with

vibratory roller including paving all materials equipments,

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

complete using contractor's own machinery drum mix plant &

paver finisher etc. complete.

8 Providing and laying premix seal coat using B.T.chips ( 6 to 215.00 MT 4930.82

10mm size ) 0.24 Cum./10 Sq.mt. i.e. 0.66 Cum. aggregate /

M.T. mix and asphalt grade VG-30 at the rate of 4.5% of mix i.e.

45 Kg./MT including heating the asphalt and aggregate by

continuous batching drum mix plant, transporting the mixed

material by tipper trcks and spreading the same by paver

finisher and consolidation by vibratory roller of 80 to 100 KN

static weight including providing equipment, tools and plant,

firewood lubricants, kerosene, oil, labour charges using

contractor's own machineries drm mix palnt and paver

9 Engaging earth excavator for scarifying existing B.T. surface 5473.00 Sqm. 5.05

25mm to 30mm depth including stacking useful materials on

road side and disposing off remaining stuff and Hire charges of

excavator including diesel labourers drivers etc complete as

10 Demolition of Brick Work & Stone masonary including stacking 5.70 Cum. 562.84

of serviceable materials and disposal of unserviciable

materials with all lead and lift (I) In Cement Mortar

11 Demolition and disposal of unserviceable materials with all 429.00 Cum. 1081.83

lead and lift.(ii) R.C.C. work.

12 Providing & laying CC 1:4:8 , (1 cement:4 Coarse sand:8 544.80 Cmt 2748.82

machine crushed stone aggregate 40mm nominalsize) and

curing complate in Foundation & Plinth.

13 Providing & casting in situ ordinary cement concrete 1:2:4 (1 5.70 Cmt 3725.45

cement : 2 Coarse sand : 4 machine crushed stone aggregate

20mm nominal size) and providing necessary pin headers

including shuttering, scaffolding, laying, vibrating, curing and

finishing complete without V-Groves.(A) Height from 0.0 M. to

14 Providing 15mm thick cement plaster in single coat(mala 34.00 Sqm. 165.31

plaster) on rough or fair side of single or half brick wall for

interior plastering finished even and smooth in cement mortar

1:4(1 cement 4 sand) watering, curing etc. complete.

15 White washing with lime on wall surface (two coats) to give an 34.00 Sqm. 12.73

even shade including thoroughly brooming the surface to

removed all dirt, dust mortar drops and other foreign matter.

16 Painting lines, deashes, arrows, letters etc on roads, Air fields 17.00 Sqm. 130.08

and like in two coats with road marking paint, brushing

including cleaning the surface of all dirt, dust and other foreign

matter. (i) Over 10cm in width

17 Supplying and fixing reinforced concrete heavy duty non- 10.00 Rmt 2108.86

pressure pipes with collars for culverts including setting and

joining the pipes in C.M. 1:2 watering and laying (To level of

slops of I.S. 458 / 1971 Class NP3 casted by vertically vibrated

technology of following internal diameter. (iv) 600 mm dia.

18 Supplying and fixing reinforced concrete heavy duty non- 10.00 Rmt 1462.01

pressure pipes with collars for culverts including setting and

joining the pipes in C.M. 1:2 watering and laying (To level of

slops of I.S. 458 / 1971 Class NP3 casted by vertically vibrated

technology of following internal diameter. (iv) 450 mm dia.

19 Supplying and fixing reinforced concrete heavy duty non- 10.00 Rmt 1095.18

pressure pipes with collars for culverts including setting and

joining the pipes in C.M. 1:2 watering and laying (To level of

slops of I.S. 458 / 1971 Class NP3 casted by vertically vibrated

technology of following internal diameter. (iv) 300 mm dia.

20 Providing and laying in position FE 500D TMT bar reinforcement 19.20 MT 73858.69

including cutting, bending, hooking and tying complete as per

detailed drawings for the following.(A) Piers (B) Abutments (C)

21 Providing & Casting in situ Ordinary Cement Concrete 1:1.5:3 966.00 Cmt 4630.55

(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 labour charges for trimix vacuum

dewatering process on cement concrete road by using vacuum

dewatering pump, surface floater, surface vibrator including

channeling & making grooves & rough finish to surface by

providing expansion joints, contraction joint & construction

joints with fillings of joints with asphalt filler as per direction by

engineer incharge & as per specification.

22 Providing and fixing Indicator stone of RCC Type Design as per 43.00 No 487.92

I.R.C. type design including white washing etc. complete. (I)

Fixing in CC 1:5:10

23 Providing and fixing Hectometer as per I.R.C. type design 18.00 No 356.50

including painting, lettering etc. complete.(i) Fixing in 1.5.10

24 Providing and fixing Ordinary Kilometer Stone of precast C.C. 4.00 No 704.33

1:2:4 including necessary reinforcement as per I.R.C. type

design in C.C. 1:4:8 including painting,lettering etc. complete

(For O.D. road V.R.)

25 Citizen's Information Board - Providing and fixing of typical 1.00 No 9860.63

Project 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

SWG square tubes posts duly embedded in cement concrete M-

15 grade blocks of 60 x 60 x 75 Cm, below ground level. The

letters & figure of any shade reflectorised with High Inensity

Prismatic Grade Retro Reflective Sheeting of Type-4 as per

ASTM D-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.

26 Providing and fixing Logo Board of Project diamond size (600 x 1.00 No 2393.70

600mm) 16 gauge & board plate size (900 x 250 mm) 16 guage

thick M.S. Plate and 2.40 meter deep length single angle 75 x

75 x 6 mm size including fitting in CC Block CC 1:2:4, 30 x 30 x

85 Cm including necessary excavation, painting, lettering with

luminious colour as per drawing etc.

27 Cautionary Warning Sign / Give Way Sign :-Providing and fixing 5.00 No 3906.19

sing boards made out of 4mm ACP (Aluminium 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 refiective sheeting of Type-4 as per ASTM

D-4956 and latest MORD Specifications; 3.1mtr long stand

post of Iron Angle 75 x 75 x 6 mm as required and frame

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

painted with best quality 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 block of 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 shall be

submitted by contractor. (A) Class-B High Intensity Grade

Retro Reflective Sheeting

28 Distance Informatory / Destination Sign :-Providing and fixing 1.00 No 18254.19

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

(Aluminum composite Panel); size 180x120 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 of Iron Angle 75 x 75 x 6mm /

65NB Circular MS Pipe as required and frame fabricated from

suitable size iron angle of 50 x 50 x 5mm; 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.

29 STOP Sign :-Providing and fixing sing boards made out of 4mm 2.00 No 6704.36

ACP (Aluminium 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 refiective sheeting of Type-

4 as per ASTM D-4956 and latest MORD Specifications; 3.1mtr

long stand post of Iron Angle 75 x 75 x 6 mm as required and

frame fabricated from suitable size iron angle of 35 x 35 x

3mm; painted with best quality 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 block of 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 shall be

submitted by contractor. (A) Class-B High Intensity Grade

Retro Reflective Sheeting

30 Providing and Fixing Village Name sing board having both side 3.00 No 6397.43

covered with 4mm ACP Sheet size 90x60 cms rectangular with

message as per the design, pretreated with phospheting

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

coats of best quality epoxy paint, reflectorised with High

Intensity Micro Prismatic Grade Type-IV retro reflective

sheeting as per the IRC 67 and latest MOST Specifications;

3.1mtr long stand post of Iron angle 75 x 75 x 6 mm and frame

fabricated from suitable Square Hollow Section of

40x40x2.6mm, as required, painted with best quality epoxy

coating in black and white bends. The details of the

letters/symbols for board shall be screen printed on both the

side of the board with approved color as per design and as

directed by manufacturer of the retro reflective sheeting and

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

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

excavation, curing etc.complete under the supervision of

engineer in charge. (A) Class-B High Intensity Grade Retro

Reflective Sheeting

31 Chevron Sign :-Providing and fixing sing boards made out of 12.00 No 3711.75

3mm ACP (Aluminium Composite Panel); size 60x45 cm

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

reflective sheeting of Type-4 as per ASTM D-4956 and latest

MOST Specifications; 3.1mtr long stand post of Iron Angle 75 x

75 x 6 mm as required and frame fabricated from suitable size

iron angle of 35 x 35 x 3mm; 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 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 shall be

submitted by contractor. (A) Class-B High Intensity Grade

32 Hazard Marker Sign :-Providing and fixing sing boards made out 2.00 No 3518.69

of 3mm ACP (Aluminium Composite Panel); size 90x30 cm

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

reflective sheeting of Type-4 as per ASTM D-4956 and latest

MOST Specifications; 1.8mtr long stand post of Iron Angle 75 x

75 x 6 mm as required and frame fabricated from suitable size

iron angle of 35 x 35 x 3mm; painted with best quality 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 block of 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 shall be submitted by contractor. (A)

Class-B High Intensity Grade Retro Reflective Sheeting

33 Regulatory/Mandatory signs :-Providing and fixing sing boards 5.00 No 3540.12

made out of 4mm ACP (Aluminium Composite Panel); size

cms dia Circle 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

reflective sheeting of Type-4 as per ASTM D-4956 and latest

MOST Specifications; 3.6mtr long stand post of Iron Angle 75 x

75 x 6 mm as required and frame fabricated from suitable size

iron angle of 35 x 35 x 3mm; painted with best quality 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 block of 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 shall be submitted by contractor. (A)

Class-B High Intensity Grade Retro Reflective Sheeting

34 Road Marking with Hot Applied Thermoplastic Paints with 433.00 Sqm. 367.72

reflectorising glass beads on bitumin surface. Providing and

laying a hot applied thermoplastic compound 2.5 mm. thick

including reflectorising glass beads @ 250 gms per sqm. area,

Thickness of 2.5 mm is exclusive of surface applied glass

beads 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 liminanance coefficient on cement

road shall 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 of

reflectorising for 3 (three) years.

35 Supplying & Fixing CATSEYE (Stimsonite) made out from Acrylo 476.00 No 375.72

butyle styrene high compression injection moulding with

reflector made of MMC (Prismatic type of size 12 cm x 6 cm x

2.5 cm)providing with bituminious adhesive 100 gm with each

unit for fixing. (High Intensity grade).

36 Metal Beam Crash Barrier 160.00 Rmt 3468.34

Type - A, "W" : Metal Beam Crash Barrier (Providing and

erecting a "W" metal beam crash barrier comprising of 3 mm

thick corrugated sheet metal beam rail, 70 cm above

road/ground level, fixed on ISMC series channel vertical post,

150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m

below ground/road level, all steel parts and fitments to be

galvanised by hot dip process, all fittings to conform to IS:1367

and IS:1364, metal beam rail to be fixed on the vertical post

with a spacer of channel section 150 x 75 x 5 mm, 330 mm long

complete as per clause 810)

Rupees One Crore Forty One Lakhs Sixty Six Thousand Five Hundred Seventy Two and Paise Ninety Eight 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............... Estimated amount put to tender Rs...............

Signature of Contractor

Deputy Executive Engineer Executive Engineer

Panchayat R & B Sub Division Panchayat R & B Division

Mehsana Mehsana

Notes 1 - The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge

for which no extra payment shall be made.

Notes 2 - The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

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

Note 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 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.