Road

Name of Work :- Construction of Bhanduri to Kadaya Vaya Shimshala Road(NP) Km.0/0to5/300,

Taluka: Maliya(Ha.) Dist.Junagadh(MMGSY~2022-23).

BILL OF QUANTITIES

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

1 Clearing and grubbing of road land incl.uprooting 1.32 One 28393.03

rank vegetation, grass, bushes, shurbs, saplings and Hect.

trees girth upto 300mm removal of stumps of trees

cut earlier and disposal of unserviceable materials ©

By mechanical means in area of Light jungle.

2 Earth work for embankment including breaking clods, 11736.40 One 150.38

dressing with all lead and lift (Excluding watering and Cum

consolidation) From borrow pits within land width.

(Selected soil to be used for earthwork shall be from

BORROW AREA only having CBR not less than

3 Box cutting the road surface to proper slope and 1057.00 One 104.20

camber for making a base for road work including Cum

removing the excavated stuff and depositing on the

road side slopes as directed upto all lead.

4 Earthwork in cutting in all sorts of soil and soft 3963.00 One 127.74

Murrum including conveying and spreading the suff Cum

embankment as and where directed within 200 meters

from the end of the cutting with all required lead and

5 Granular Sub Base with Black Trap crushed stone well 4685.00 One 760.11

graded material (Table-400.1) by mix in place method Cum

construction of granular sub-base by providing black

trap crushed stone well graded material, spreading in

uniform layers with motor grader on prepared

surface, mixing by mix in place method with rotavator

at OMC and compacting with vibratory roller to

achieve the desired density complete. (As per

Technical Specification Clause-401) For Gr-1 Material.

6 Water Bound Macadam Grading-1 (By Manual 2331.40 One 1150.36

Means) Providing, laying, spreading and compacting Cum

stone aggregates of 90 to 45mm sizes to water bound

macadam specification including spreading in

uniform thickness, hand packing, rolling with smooth

wheel roller 80-100 kN in stages to proper grade and

camber, applying and brooming, stone

screening/binding materials to fill up the interstices of

coarse aggregate, watering and compacting to the

required density. (As per Technical Specification

Clause 404-4.9A(1))

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

7 Water Bound Macadam Grading-II (By Manual 2621.00 One 936.36

Means) Providing, laying, spreading and compacting Cum

stone aggregates of 63 to 45mm sizes to water bound

macadam specification including spreading in

uniform thickness, hand packing, rolling with smooth

wheel roller 80-100 kN in stages to proper grade and

camber, applying and brooming, stone

screening/binding materials to fill up the interstices of

coarse aggregate, watering and compacting to the

required density. (As per Technical

Specification Clause 404)

8 Providing and Laying bitumeneous grout 37.50mm 1235.00 One 1961.19

thick using bulk emulsion RS1 for tack coat at the rate MT

of 4.00 Kg/10 Sqm on WBM surface and using BT

chips for required gradation with the asphalt of grade

VG-30 at the rate of 1.99% Le. 19.90 Kg/MT by weight

of mix including heating and mixing in drum mix

plant, transporting the mix and spreading the same by

paver finisher and consolidation as per MOST

specification including cost of all Materials, fuel,

labours, tools and plants etc. using contractor's own

drum mix plant etc. complete.

9 Providing, laying and rolling of 25mm thick using 865.00 One 2588.38

asphalt viscosity grade of VG-30 open graded premix MT

bituminous carpet with BT aggregate as specified and

using bulk emulsion RS1 for tack coat at the rate of

2.50 Kg/10 Sqm on BT surface (As per IRC-16) and

using bitumen for mixing with aggregate at the rate of

3.36% i.e. 33.60 Kg/MT of total mix including heating

and mixing in drum mix pant, spreading the same

with paver finisher and consolidation with vibratory

roller includng necessary firewood, oil lubricants,

labour charges etc. using equipment, tool etc.

completed in accordance with the requirement

of specification.

10 Providing and laying seal coat using Bitumean grade 450.00 One 2833.88

of VG-30 with B.T. aggregate as specified using MT

aggregate at the rate of 0.18 cum / 10 sqm. and

bitumen for mixing with aggregate at the rate of 4.5%

i.e. 45.00 kg/ M.T. of total mix Incl. heating and

mixing in drum mix plant and spreading the same by

paver finisher and consolidation with vibratory roller

including necessary using contractor's own drum mix

plant, machineries and equipment, tools etc. complete

in accordance with the requirement of specification.

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

11 Rolling of earthwork in layers with power roller 16796.70 One 22.48

including filling in depressions which occur during Cum

the process and Watering of earth work as directed.

12 Excavation for foundation upto all depth including 318.50 One 241.79

sorting out and stacking of useful materials and Cum

disposing of the excavated stuff upto all lead. Dense

13 Excavation for foundation upto necessary depth 211.70 One 412.00

including sorting out and stacking of useful materials Cum

and disposing of the excavated stuff upto all lead.

14 Excavation of foundation in Sand graval caly soft soil 349.00 One 486.76

and murrum etc. including shoring, struting Cum

dewatering as necessary and disposing of the

excavated stuff as directed. Upto All Depth

15 Excavation of foundation in hard murrum and 156.80 One 582.21

boulders and very stiff or sticky clays and other Cum

similar strata including shorting out and struting and

dewatering as necessary and disposing of the

excavated stuff as directed.

16 Providing and laying rubble for appron (Each stone 42.30 One 1041.04

weighting not less than 40kg) including and packing Cum

and filling in the interstices with quarry spall.

17 Providing and cast in situ Ordinary Cement Concrete 153.10 One 5229.40

M-200 for average 75/100mm thick wearing coat laid Cum

as directed incuding. tamping, vibrating, finishing,

curring and filling in joints with bitumen complete.

18 Providing and casting in situ ordinary cement 471.80 One 3818.55

concrete M-150 mix and providing necessary pin Cum

headers including shuttering, scafilding, laying

vibrating, curing and finishing complete Without V-

Grooves For all Hieght.

19 Providing and filling in foundation with ordinary 672.80 One 3245.56

cement concrete M-100 mix and providing necessary Cum

vertical pin headers incl. Formwork, vibrating,

ramming and curing complete.

20 Providing and casting in situ Ordinary Cement 93.90 One 4507.16

Concrete M-200 for R.C.C. Raft and cut-off walls Cum

including neccesary shuttering laying, vibrating

ramming of curing complete.

21 Providing parapet of ordinary cement concrete M-200 42.60 One 1057.87

as per detailed drawing with necessary Rmt.

reqinforcement including shuttering laying vibrating

and finishing to line and level complete (ii) cast in

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

22 Construction of concrete road using tremix system 979.00 One 6099.64

with 20cm/15cm thick controlled M-250 concrete Cum

mixing conplast P-211 water reduction admixure @

100ml/bag of cement and hardner 62.50ml. /bag

using fixing and removing "C" channels of required

road depth levelling if placed concrte with surface

vibrator, finishing the surface with power floater and

towel tight brooming as directed with providing

expantion joints 20x200mm and contraction joints

20x20mm using concrete cutter machine etc. complete.

23 Providing and casting in situ Controlled cement 52.80 One 5130.68

concrete M 250 for R.C.C. Solid slab including Cum

centering, scaffolding, curing and finishing complete.

24 Providing and casting in situ Contolled cement 8.10 One 5046.00

concrete- M-200 for Approach slab including Cum

formwork, curing and finishing complete.

25 Providing and casting in situ Controlled cement 3.40 One 4766.55

concrete- M-200 mix for kerbs/Kerb blocks including Cum

formwork,curing and finishing complete.

26 Providing and laying weep hole in Abutment and 222.00 One 58.53

returns by using A.C pipe of 100mm. Incl. fixing in No

proper grade and jointing the complete as per

detailed specification

27 Providing and laying filter media 600mm. thick 20.30 One 1180.33

directed at the back of abutments, returns and wing Sqm

walls as per detailed specifications.

28 Providing and laying in Position FE -500D TMT bar 4.710 One 73217.52

reinforcement including cutting, bending, hooking MT

and tying complete as per detailed drawings for the

following (A) Piers (B) Abutments (C) Returns (D)

29 Providing and Fixing in position FE-500D TMT bar 28.180 One 72601.86

reinforcement including cutting, bending, hooking, MT

and tying complete as per detailed drawaing (A)RCC

kerb (B) RCC Footpath (B) RCC Solid Slab/ App. Slab

/ Wearing coat.

30 Providing 12mm. Thick Pre-moulded asphalt filler 14.60 One 702.12

joints as per drawings Sqm

31 Providing G.I. 100mm. Diameter water spouts 16.00 Each 536.02

including necessary iron gratings as per drawings.

32 Providing flood gauge marks on sub structure as per 3.60 One 148.89

design including painting complete Rmt.

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

33 Filling available excavated earth (excluding rock ) in 627.00 One 130.39

trenches plinth sides of foundation etc. in layers not Cum

exceeding 20cm in depth consolidating each deposited

layer by ramming and watering.

34 Supplying and fixing reinforced concrete heavy duty 60.00 One 3541.08

non-pressure pipes with collars for culverts including Rmt.

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. (v) 900 mm dia.

35 Dismentling the existing structure including removing 170.20 One 886.05

and stacking the dismantled materials as and where Cum

directed. RCC Work.

36 Dismentling G.I. Pipes G.S.W. Pipes and A.C Rain 52.50 One 73.02

water pipes with fitting and clamps including Rmt.

stacking the materials with all lead and lift (for any of

37 Providing temporary all weather and fair weather 71.00 One 1349.36

diversion suitable for traffic during the construction Rmt.

period of the bridge / Slab drain including providing

necessary drains and all safety measures including red

lamps / signals at night for traffic etc. complete..

38 Providing and casting in situ controlled cement 297.80 One 5078.31

concrete M-200 for R.C.C. return as per drawings Cum

including centering huttering, scaffolding where

necessary, laying vibrating, curing and finishing

complete. (A) Height from 0.0 to 5.0 M. (1) Piers (2)

Abutment (3) RCC return.

39 Providing and fixing Precast cement concrete 24.00 One 356.49

Hectometer as per IRC type design incl. painting, No

lettering etc. fixing in C.C. 1:5:10.

40 Providing and fixing Precast cement concrete Guard 600.00 One 203.61

stone as per I.R.C. type design including white No

washing etc. complete. Fixing in Earth

41 Providing and fixing ordinary Kilometer stone of pre-5.00 One 704.33

cast C.C. 1:2:4 including necessary reinforcement as No

per I.R.C. type design in C..C. 1:4:8 including painting

lettering etc. complete.

42 Providing and fixing 5th Kilometer stone of pre-cast 1.00 One 1935.14

C.C. 1:2:4 including necessary reinforcement as per No

I.R.C. type design in C..C. 1:4:8 including painting

lettering etc. complete.

43 Providing and fixing Indicator stone of approve stone 266.00 One 102.84

as per I.R.C. type design in C.C. 1:4:8 including white No

washing etc. complete Fixing in Earth

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

44 Supplying and fixing Junction Boards of M.S. plates 1.00 One 5236.69

and angles as per I.R.C. design incl;. Fixing in C.C. No

1:4:8 with necessary excavation painting, figuring,

lettering on boards etc. complete.

45 Providing and fixing Village name Boards as per 2.00 One 3437.59

standard I.R.C. type design of steel plate incl. No

painting, lettering etc. complete with fixing in C.C.

1:4:8 block with necessary excavation etc. complete

46 Providing and fixing Road sign of M.S. plate and 20.00 One 3072.98

angle iron incl. painting, lettering etc. complete. fixing Sqm

in C.C. 1:4:8 block with necessary excavation etc.

complete as per IRC type design (i) Reflective Type.

47 Providing and fixing Flood guage post mark of 'C' 6.00 One 1134.23

angle size 100mm x 50mm x 6mm thick (in head wall No

0.500mt. And 1.50mt. Out side with painting and

lettering with redeum color as directed.

48 Citizen's information Board. Providing and fixing of 1.00 One 8406.23

typical MMGSY information board as per instruction. No

Two MS sheets of 3 mm thick, of 900 mm x 750mm

size fixed at top & bottom duly rivetted with MS

angles of 25 x 25 x 5 mm thick M.S angle shall be

welded by two vertical M.S angle of 5 mm thick to

mm x 75 mm of 12 SWG square tubes posts duly

embedded in cement concrete M-15 grade blocks of

600mm x 600mm x 750mm, below ground level. The

letters & figure of any shade reflectorised with High

Intensity Prismatic Grade Retro Reflective Sheeting of

Type-4 as per ASTM D-4956 and latest MORD

specifications; All sections 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.

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

49 Road Marking with Hot Applied paints with 1204.00 One 367.72

reflectorising glass beads on bitumin surface Sqm

providing and laying a hot applied thermoplasting

compund 2.5mm thick including reflectorising glass

beads @250 gm per sq.mtr area, thickness of 2.5mm is

excluding 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/centerline/edge line/ cut patta. the

while color marking should provide liminance

coefficient on cement road shall be min.

mcd/m2/lux and asphalt road shall be min

mcd/m2/lux during the survice life during the date

the marking should meet the performanace criteria for

night time reflectivity, wet reflectivity and skid

resistance as mentioned in the section-15 of IRC 35-

2015 warranty for retroreflectivity shall be two years.

50 Cat Eye / Road Stud / RPM: Supplying Raised 200.00 One 326.23

Pavement Markers made of polycarbonate and ABS No

moulded body and reflective panels with Micro

prismatic lens (No Glass bead 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 Đ DO III Dt 11.06.

1997. The height, width and length shall not exceed

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 35 +/- 5 degree. The body of the

marker should having finger grip for easy and

accurate placement and application with epoxy /

bituminous Adhesive as recommended by the

manufacturer of the marker. The colour of the marker

should be as per the IRC 35-2015 and as directed by

Engineer-in-charge.

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

51 Providing and fixing "W" shape metal crash safety 42.00 One 3710.53

barrier comprising of 3mm thick galvanised sheet to Rmt.

be fixed on ISMC 150 (150x75x5.4mm) series channel

vertical post to be spaced 1.5 mtr. c/c to be kept

1.50mtr height as per MOST spesification incl.

necessary foundation, fittings with bolts, painting and

required all process as per specificaation adndd as per

52 Cautionary Warning Sign :-Providing and fixing sing 6.00 One 3808.65

boards made out of 2mm aluminium sheet; size 90 x No

90 x 90 cms. equilateral triangle as per design of IRC67-

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 refiective sheeting as per latest M.O.S.T.

Specifications; 3.1m long stand postand frame

fabricated from suitable sizeiron angle of 35 x 35 x

3mm, 75 x 75 x 6mm as required; painted with

bestquality epoxy coatings in black andwhite bends.

The 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 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)

Engineer Grade (VR)E

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

53 Village name/ Bump Ahed sign :-Providing and 6.00 One 5045.36

fixing sign boards made out of 2mm aluminium sheet, No

size 90 x 60cms, rectangle as as per the 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 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 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)...

54 Railway crossing sign: Providing & Fixing sign boards 2.00 One 5484.93

made out of 2mm aluminium sheet, size 90x90x90cms. No

triangle plus 90 x 30cms additional plate as per the

attached drawing (IRC) 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 sheeting as per latest M.O.S.T.

Specifications 3.1. long stand post and frame

fabricated from iron angle of 35 x 35 x 3mm, 75 x 75 x

6mm as required painted with best quality epoxy

coatings in black and white bends. 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 the

supervision of engineer in charge. (A)

Engineer Grade(VR)...

Three Crore Forty Nine Lakh Thirty Seven Thousand Two Hundred Seventy Six Rupees And

Fifty Nine Paisa Only

I \ We am \ are willing to carry out the work at ……………………… % above \ bellow percent ( Should be

written in figures and words ) of the estimated rate mentioned above. Amount of My \ Our tender works put as

* Estimated Amount * Estimated Amount

Put to tender Rs…………………… Put to tender Rs……………………

Deduct……..……..% Add……..……..%

In words………………….……………… In words………………….………………

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

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.

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

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.

NOTE: Amount Rs.50876 Of Dismentalled materials shall be recovered from 1st R.A. bill of Contractor at once.

Signature of Contractor.

Deputy Executive Engineer Executive Engineer

Panchayat R&B Sub Division Panchayat R&B Division

Keshod-2 Junagadh