SCSP - MMGSY 2026 - 2027, RESURFACING OF - LAXMIPURA AITHOR ROAD. IN UNJHA TALUKA, DIST-MEHSANA.

SCSP - MMGSY 2026 - 2027, Resurfacing of - Laxmipura Aithor Road. In Unjha Taluka, Dist-Mehsana.

BILL OF QUANTITIES

QUANTITY STATEMENT

It. Description of Item (with brief specification and reference rate

Quantity Unit Amount

No. to book of specifications) Rate In

1 Clearing and grubbing road land including uprooting rank 1.22 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 412.00 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 1388.00 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 Filling available excavated earth (excluding rock)in trenches. 19.00 Cum. 136.92

plinth, sides of foundations etc. In layers not exceeding 20 cm. in

depth consolidating each disposited layer by ramming and

5 Rolling and consolidation using vibratory road roller 8 - 10 412.00 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 mm to 489.00 Cum. 1820.02

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 and laying 37.5mm thick bituminous grout base 970.00 MT 2868.40

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.

8 Providing and laying 37.50 mm thick B.M. using M.C stone B.T. 922.00 MT 3863.25

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.

9 Providing and laying premix seal coat using B.T.chips ( 6 to 407.00 MT 4453.09

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 finisher.

10 Providing Hard Side Solder of 100mm thick for embankment 270.00 Cum. 835.27

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)

11 Engaging earth excavator for scarifying existing bt surface 25 8813.00 Sqm. 5.05

mm to 30 mm depth including stacking useful materials on road

side and disposing off remaining stuff and hire charges of

excavator includiing diesel labourers drivers etc complete as

12 Demolition of Brick Work & Stone masonary including stacking 11.40 Cum. 562.84

of serviceable materials and disposal of unserviciable materials

with all lead and lift (I) In Cement Mortar

13 Demolition and disposal of unserviceable materials with all lead 96.00 Cum. 1081.83

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

14 Excavation for foundation upto 1.5 m depth including sorting out 70.00 Cmt 122.99

and stacking of useful material and disposing off the excavated

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

15 Excavation for foundation in sand, gravel, clay soft soils and 227.00 Cmt 511.45

murrum etc. including shoring, strutting dewatering as

necessary and disposing of the excavated stuff as directed.(A)

Depth upto 3.0 M. and lead upto 100m

16 Providing and filling sand below R.C.C. Raft in Layers including 19.00 Cmt 448.54

ramming and watering complete.

17 Providing & laying CC 1:4:8 , (1 cement:4 Coarse sand:8 machine 96.00 Cmt 2748.82

crushed stone aggregate 40mm nominalsize) and curing

complate in Foundation & Plinth.

18 Providing & casting in situ ordinary cement concrete 1:2:4 (1 150.00 Cmt 3725.46

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

19 Brick work using common burnt clay building bricks having 11.40 Cmt 3424.52

crushing strength not less than 35Kg./Sq.Cm. for superstructure

in cement mortar 1:6 (1 cement 6 fine sand) including curing etc.

20 Providing 15mm thick cement plaster in single coat(mala 67.00 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.

21 White washing with lime on wall surface (two coats) to give an 67.00 Sqm. 12.73

even shade including thoroughly brooming the surface to

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

22 Painting lines, deashes, arrows, letters etc on roads, Air fields 106.00 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

23 Providing and casting in-situ controlled cement concrete M-20 124.00 Cmt 5547.31

for R.C.C. work in superstructure including centering, ramming,

vibrating, curing and finishing complete. (A) T-Beam and Deck

slab type of superstructure (i) Deck slab.

24 Providingand casting in-situ ordinary cement concrete M-40 for 13.00 Cmt 4580.05

average 100 mm thick wearing coat laid as directed including

camping vibrating, finishing, curing and filling in joints with

bitumen complete.

25 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.

26 Supplying and fixing reinforced concrete heavy duty non- 20.00 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.

27 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.

28 Providing and casting in situ controlle cement concrete M-400 10.00 Cum. 4891.43

for RCC Crash Barriar including curing and finishing complete.

29 Providing and laying in position FE 500D TMT bar reinforcement 13.58 MT 73858.69

including cutting, bending, hooking and tying complete as per

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

30 Providing PVC 100 mm diameter water spouts including 16.00 NO. 159.37

necessary iron grating as per drawings

31 Providing and laying - Filter Media 600mm thick directed at the 66.00 Smt 1238.93

back of abutments, returns and wing walls as per detailed

specifications.

32 Providing & laying weep hole in Aburtments, and returns by 51.00 No. 151.10

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

proper grade and jointing the completed as per detailed

33 Providing & Casting in situ Ordinary Cement Concrete 1:1.5:3 (1 129.00 Cmt 4967.18

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.

34 Construction of Diversion for Structure work with 300 mm thick 50.00 Rmt 1135.24

Earthwork of selected soil, 150 mm thick GSB Natural Material

and 150 mm WBM Compacted of BTMC 45-90 mm Metal

including maintenance, filling undulation and watering

throughout the construction period etc. complete as per

instruction of Engineer-in-Charge.

35 Providing and fixing Indicator stone of RCC Type Design as per 121.00 No 487.92

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

Fixing in CC 1:5:10

36 Providing and fixing Hectometer as per I.R.C. type design 24.00 No 356.50

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

37 Providing and fixing Ordinary Kilometer Stone of precast C.C. 6.00 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.

38 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.

39 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

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

Cm including necessary excavation, painting, lettering with

luminious colour as per drawing etc.

40 Cautionary Warning Sign / Give Way Sign :-Providing and fixing 10.00 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

41 Distance Informatory / Destination Sign :-Providing and fixing 3.00 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.

42 STOP Sign :-Providing and fixing sing boards made out of 4mm 6.00 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

43 Providing and Fixing Village Name sing board having both side 5.00 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

44 Chevron Sign :-Providing and fixing sing boards made out of 40.00 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

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 Retro Reflective Sheeting

45 Hazard Marker Sign :-Providing and fixing sing boards made out 8.00 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

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

46 Regulatory/Mandatory signs :-Providing and fixing sing boards 10.00 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

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

47 Road Marking with Hot Applied Thermoplastic Paints with 625.00 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

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

48 Supplying & Fixing CATSEYE (Stimsonite) made out from Acrylo 684.00 No 375.72

butyle styrene high compression injection moulding with

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

cm)providing with bituminious adhesive 100 gm with each unit

for fixing. (High Intensity grade).

49 Metal Beam Crash Barrier 32.00 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

Rupees One Crore Forty Five Lakhs Forty Two Thousand Two Hundred Thirty Five and Paise Ninety Two Only

I/We am/are willing to carry out the work at… % above/below percent(Should be written in igures 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.