SCSP - MMGSY 2026 - 2027. , RESURFACING OF - GASKOT DARVAJA TO JAVAHAR NAVODAY TO HIGHWAY ROAD. IN VADNAGAR TALUKA, DIST-MEHSANA

SCSP - MMGSY 2026 - 2027. , Resurfacing of - Gaskot Darvaja To Javahar Navoday To HighWay

Road. In Vadnagar Taluka, Dist-Mehsana.

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 0.20 Hec 28455.10

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 light jungle

2 Box cutting the road surface to proper slope and camber 793.00 Cum. 109.05

for making a base of road work including removing the

excavated stuff and depositing on the road side slops as

directed upto 50 mts. Lead.

3 Earthwork for embankment with selected earth CBR not 855.00 Cum. 192.15

less 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 Filling available excavated earth (excluding rock)in 8.00 Cum. 136.92

trenches. plinth, sides of foundations etc. in layers not

exceeding 20 cm. in depth consolidating each disposited

layer by ramming and watering.

5 Rolling and consolidation using vibratory road roller 8 - 10 793.00 Cum. 33.09

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

exceeding 200mm thickness)

6 Provdining and laying W.B.M of B.T.M.C metal of size 45 641.00 Cum. 1491.77

mm to 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.

7 Providing Hard Side Solder of 100mm thick for 78.00 Cum. 622.16

embankment using quarry spall with all lead and lift and

including watering and rolling and consolidation of sub

grade in layers at OMC to required dry density including

filling the depressions which occur during the process

using power roller 8T to 10 T (Selected Quarry Spall having

CBR value not less than 20.00)

8 Engaging earth excavator for scarifying existing B.T. surface 2438.00 Sqm. 5.05

25 mm to 30 mm 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 directed.

9 Demolition of Brick Work & Stone masonary including 63.00 Cum. 562.84

stacking of serviceable materials and disposal of

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

10 Excavation for foundation upto 1.5 m depth including 290.00 Cmt 122.99

sorting out and stacking of useful material and disposing

off the excavated stuff upto 50 m lead(A) Loose or soft soil

11 Providing & laying CC 1:4:8 , (1 cement:4 Coarse sand:8 436.00 Cmt 2748.82

machine crushed stone aggregate 40mm nominalsize) and

curing complate in Foundation & Plinth.

12 Providing & casting in situ ordinary cement concrete 1:2:4 375.00 Cmt 3725.46

(1 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 5.0 M.

13 Supplying and fixing reinforced concrete heavy duty non- 30.00 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.

14 Providing and laying in position FE 500D TMT bar 13.01 MT 73858.68

reinforcement including cutting, bending, hooking and

tying complete as per detailed drawings for the

following.(A) Piers (B) Abutments (C) R.C.C. Returns

15 Providing & laying weep hole in Aburtments, and returns by 164.00 No. 151.10

using PVC 6 Kgf/Sqcm. Pipe of 110mm dia. including laying

in proper grade and jointing the completed as per detailed

16 Providing & Casting in situ Ordinary Cement Concrete 770.00 Cmt 4967.18

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 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

17 Providing and fixing Indicator stone of RCC Type Design as 27.00 No 487.92

per I.R.C. type design including white washing etc.

complete. (I) Fixing in CC 1:5:10

18 Providing and fixing Hectometer as per I.R.C. type design 6.00 No 356.50

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

19 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 12 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.

20 Providing and fixing Logo Board of Project diamond size 1.00 No 2393.70

(600 x 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

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

fixing 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

22 Distance Informatory / Destination Sign :-Providing and 2.00 No 18254.19

fixing 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.

23 STOP Sign :-Providing and fixing sing boards made out of 4.00 No 6704.36

4mm 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

24 Providing and Fixing Village Name sing board having both 1.00 No 6397.43

side 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

25 Chevron Sign :-Providing and fixing sing boards made out of 22.00 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

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

26 Hazard Marker Sign :-Providing and fixing sing boards made 4.00 No 3518.69

out 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

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

boards made out of 4mm ACP (Aluminium Composite

Panel); size 60 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

years for the Retro reflective sheeting from original

manufacturer shall be submitted by contractor. (A) Class-

B High Intensity Grade Retro Reflective Sheeting

28 Road Marking with Hot Applied Thermoplastic Paints with 233.00 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.

mcd/m2/lux and Asphalt road shall be min

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.

29 Supplying & Fixing CATSEYE (Stimsonite) made out from 171.00 No 375.72

Acrylo 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).

30 Metal Beam Crash Barrier 110.00 Rmt 3468.34

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

erecting a "W" metal beam crash barrier comprising of

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)

31 Providing and fixing in position PVC SWR pipes IS 13592 for 30.00 Rmt 265.34

Drain - 110 mm dia.

Rupees Ninety Five Lakhs Eighty Thousand Four Hundred Forty One and Paise Eighteen 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

Kheralu 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.