Road

Name Of Work :- Resurfacing Of Kathrota Isapur Road (VR) Km.0/0 to 4/000, Taluka: Junagadh Dist.Junagadh (MMGSY NORMAL~ 2025-

BILL OF QUANTITIES

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

No. book of Specification) Figures

1 Clearing and grubbing of road land incl.uprooting rank 1.09 One 35381.53

vegetation, grass, bushes, shurbs, saplings and trees girth upto Hect.

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

unserviceable materials. By mechanical means in area of Light

jungle and thorny jungle.

2 Earthwork for embankment including breaking clods, dressing with 1050.00 One 177.91

all lead and lift and including watering rolling and consolidation Cum

of subgrade in layers at

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

which occur during the process using power roller 8T to 10T.

From Borrow area within all

3 Box cutting the road surface to proper slope and camber for 739.78 One 109.41

making a base for road work including removing the excavated Cum

stuff and depositing on the road side slopes as directed upto all

4 Suplying and stacking of Hard Murrum for side 1887.30 One 458.79

sholder including spreading, etc. complete. Cum

5 Construction of 200mm Granular Sub base Grade-II 140.00 One 829.21

C.B.R. not less than 30% by providing coarse graded materials, Cum

consisting B.T. crushed stone aggregate & combination of sand

stone dust/grit spreading in uniform layers with mortor

grader on prepared surface mixing by mix in place method with

rotavator at OMC to required density including filling the

depression which occur during the process using vibratory

roller 8 T to 10 T complete as per clause

6 Providing and laying Spreading and Compacting BTMC stone 739.78 One 1036.26

aggregate of 63mm to 45mm size to WBM II 150mm thick in Cum

two layer including spreding in uniform thickness hand

packing rolling with vibratory roller 8-10 tones to proper grad

and camber applying and brooming requisite type of

screening/binding /filler materials to fill up the interstices

of coarse aggregate watering and compacting to the

required density. Grading-II using screening type-A [13.20mm agg.]

7 Providing and laying Bituminous Grout 37.5 mm thick 204.00 One 2039.19

compacted with asphalt VG-30 grade at the rate of 1.99% by MT

weight of total mix with RS1 tack coat at

2.50 Kg/10 Sqmt. On existing B.T/ Metal. surface and using B.T.

chips of required gradation including cleaning & heating the

aggregate and asphalt by Drum Mix Plant & spreading the

same by paver finisher & consolidation with vibratory road

roller including providing all materials, equipments, tools, plants,

fire wood, kerosene, oil and labor charges etc. comp. (using by

contractor own machineries)

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

No. book of Specification) Figures

8 Providing and laying 37.5mm thick Bituminious Macadam 1493.00 One 2675.49

(BM) in one layers on the existing BT surface using stone MT

chips as per gradation and using Emulsion RS1 for tack coat at

rate of 2.5kg/10sqm on BT surface and Bitumen VG-30

34KG/MT by weight of total mix by using stone chips as per

MORT&H specification including heating asphalt and

aggregrates by Drum mix plant and spreading by paver

finisher to the required grade, level and alighnment and

rolled including consolidation with vibratory road roller as per

clasuses 501.6 and 501.7 to achieve the desired compaction

and providing, operating plant machineries, equioments,

tools, plants, oil fire wood, keresone and all labour

charges etc. complete.

9 Providing and laying 20 mm thick average Mix seal surface using 856.00 One 3236.04

stone chips dust as per gradation and using bitument for mixing MT

VG-30 at the rate of not less than 50.90Kg / M.T. on BT surface

using stone chips as per M.O.R.T.H specification including heating

the asphalt and aggregates by Hot Mix Plant and spreading

the same by paver finisher including consolidation with

Vibratory Roller and providing, operating plant machineries,

equipment, tools, plants, oil, fire wood, kerosene and all labour

charges etc. complete.

10 Supplying, stacking & Spreading hard murrum on site. 60.00 One 487.83

including loading, carraige of material and spreading on Cum

prepared hase including compacting as per MOST Specification

etc.. complete.

11 Excavation for foundation upto all depth including sorting out 935.03 One 171.78

and stacking of useful materials and disposing of the Cum

excavated stuff upto all lead. Dense

12 Excavation for foundation upto all depth including sorting out 578.42 One 268.92

and stacking of useful materials and disposing of the Cum

excavated stuff upto all lead. Hard

13 Providing and laying rubble for apron (Each stone weighting not 11.00 One 1083.81

less than 40kg) including and packing and filling in the interstices Cum

with quarry spall.

14 Providing and laying cement concrete 1:3:6 (1-Cement 460.85 One 3754.17

: 3- coarse sand : 6- hand broken stone aggregates 40 mm Cum

nominal size) and curing complete including cost of formwork in

15 Providing and casting in situ ordinary cement concrete M- 59.00 One 3996.50

150 mix and providing necessary pin headers including Cum

shuttering, scafilding, laying vibrating, curing and finishing

complete Without V-

Grooves For all Hieght.

16 Providing and casting in situ Ordinary Cement Concrete M- 1356.08 One 3798.46

150 for R.C.C. Raft and cut-off walls including neccesary Cum

shuttering laying, vibrating

ramming of curing complete.

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

No. book of Specification) Figures

17 Construction of concrete road using tremix system with 945.46 One 5670.14

controlled C.C. M-250 concrete using fixing and removing 'C' Cum

channels of required road depth levelling if placed concrete

with surface vibrator, finishing the surface with power floter and

towel tight brooming as directed with providing expansion joints

x 200 mm and construction joints 20 x 20 mm using cocnrete cutter

machine etc. complete.

18 Providing and laying weep hole in Abutment and returns by 729.00 One No 61.47

using PVC pipe of 100mm. Incl. fixing in proper grade and

jointing the complete as per

detailed specification

19 Providing and Fixing in position FE-500D TMT bar reinforcement 16.600 One 73243.02

including cutting, bending, hooking, and tying complete as per MT

detailed drawaing (A)RCC kerb (B) RCC Footpath (C) RCC

20 Filling available excavated earth (excluding rock ) in trenches 707.42 One 136.92

plinth sides of foundation etc. in layers not exceeding 20cm in Cum

depth consolidating each deposited

layer by ramming and watering.

21 Supplying and fixing reinforced concrete heavy duty non- 22.50 One 5516.63

pressure pipes with collars for culverts including setting and Rmt.

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

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

technology of following internal diameter. 1200mm dia.

22 Dismantling the existing structure including removing and stacking 7.00 One 409.22

the dismantled materials as and where Cum

directed. Rubble masonary.

23 Dismantling the existing structure including removing 57.00 One 930.35

and stacking the dismantled materials as and where directed. (A) Cum

24 Providing and laying Ordinary cement concrete M:150 for curing 8.00 One 4028.21

complete excluding cost of formwork and reinforcement for Cum

reinforced concrete work in [A] Foundations, footings, Base of

Columns and Mass

25 Providing and placing in position FE 550D TMT Bar 8.89 One 76213.97

reinforcement including cutting, bending, hooking, and taying MT

complate as per detail drawing. (C) Balanced cantiliver box

type super structure.

26 Providing and laying cement concrete 1:3:6 (1-Cement 81.62 One 3095.25

: 3- coarse sand : 6- hand broken stone aggregates 40 mm Cum

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

Foundation and Plinth.

27 Providing and fixing Hectometer stone as per EIC 16.00 One No 356.50

Approved type design including painting lettering etc. comp.

Fixing in C. C. 1:5:10.

28 Providing and fixing Guard stone as per I.R.C. type design 436.00 One No 101.56

including white washing etc. complete. Fixing

29 Providing and fixing ordinary K.M. stone of approved hard stone as 4.00 One No 891.53

per EIC Approved design in fixing C.C. 1:4:8 including painting and

lettering etc. comp.

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

No. book of Specification) Figures

30 Providing and fixing indicator stone of approved stone as per 160.00 One No 102.85

EIC Approved design including white washing fixing etc. complete.

Fixing in earth.

31 Citizen's information Board. Providing and fixing of typical 1.00 One No 10361.59

MMGSY information board as per instruction. Two MS sheets of

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.

32 Road Marking with Hot Applied paints with 1397.00 One 367.72

reflectorising glass beads on bitumin surface providing Sqm

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. 130 mcd/m2/lux and asphalt road shall

be min 100 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.

33 Cat Eye / Road Stud / RPM: Supplying Raised Pavement 785.00 One No 217.40

Markers made of polycarbonate and ABS 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 20 mm,

mm and 130 mm and with minimum reflective area of

Sqcm on each side and the slope to the base shall be 35 +/-

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 reference to Quantity Unit Rate In Amount

No. book of Specification) Figures

34 Type-A,"W": Metal Beam Crash Barrier (Providing and 995.00 One 3421.88

erecting a "W" metal beam crash barrier comprising of Rmt.

3mm thick corrugated sheet metal beam rail, 70cm above

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

150x75x5mm spaced 2m centre to centre, 1.8m high, 1.1m 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 150x75x5mm, 330mm long complete as per clause

35 Cautionary Warning Sign :-Providing and fixing sign boards made 29.00 One No 3808.66

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 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 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) Engineer Grade (VR)

36 Regulatory/Mandatory signs: Providing and fixing sign boards 2.00 One No 3439.81

made out of 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 size iron angle of 35 x 35 x 3mm 75x75x6mm as

required; 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 60cms. for each leg.

including excavation curing etc. complete under the supervision

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

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

No. book of Specification) Figures

37 STOP SIGN:-Providing and fixing sing boards made out of 2mm 2.00 One No 4676.06

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 size iron angle of

x 35 x 3mm 75x75x6mm as required; 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 60cms. for each leg. including excavation curing tec.

complete under the supervision of engineer in charge. (A) Engineer

38 Direction sign (Junction board):-Providing and fixing sign boards 2.00 One No 14831.71

made out of 2mm aluminium sheet; size 244 x 122cms. 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 75x75x6mm as

required; 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 * 45 *

60cms for each leg. including excavation curing etc. complete under

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

39 Village name/ Bump Ahed sign :-Providing and fixing sign 2.00 One No 5045.36

boards made out of 2mm aluminium sheet, 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)...

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

No. book of Specification) Figures

40 Hazard Marker Sign :-Providing and fixing sign boards made 6.00 One No 2423.74

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. Specifications; 3.1m long stand post and frame

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

x 50 x 5mm painted with best quality epoxy coatings The fixing

at site shall be in 1:2:4 CC block of size 45x45x 60cms. for each

leg. including excavation curing etc. complete under the supervision

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

41 Diversion sign board: Providing & Fixing sign boards made out of 2.00 One No 6798.92

2mm aluminium sheet, size 180 x 60 cms. rectangle as per the

attached drawing pre treated with phospheting process & acid

etching, coated with one coat of epoxy priemr and two coats of

best quality epoxy paint reflectorised with retro reflective sheeting

as per latest M.O.S.T. Specifications; Letters and numerals

should be as per IRC-30-1968, 3.1m long (Znos) stand post

and frame fabricated from iron angle of 35x35x3mm,

50x50x5mm painted with best quality epoxy coatings in blak and

white bends. The fixing at site shall be in 1:2:4 CC block of size 45 x

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

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

42 Chevron sign :-Providing and fixing sign boards madeout of 1.5mm 21.00 One No 3711.75

aluminium sheet / 3mm ACP (Aluminum composite Panel); size

60x50cm 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; 3.3 mtr 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

of35x35x3mm; painted with bestquality 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 & a certified

copy of 3 year outdoor exposure test report from third party test lab for

the product offered shall be submitted by contractor. (A) Class-B Type-4

Retro Reflective sheeting

Two Crore Ninety Lakh Twelve Thousand Five Hundred Fifty Two Rupees and Eighteen Paisa

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 under.

* Estimated Amount * Estimated Amount

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

No. book of Specification) Figures

* Estimated Amount * Estimated Amount

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

Deduct……..……..% Add %

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

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. 249112 Of Dismentalled materials shall be recovered from 1st R.A. bill of Contractor at once.

Signature of Contractor.

Executive Engineer Panchayat R&B Division

Deputy Executive Engineer

Panchayat R&B Sub Division Junagadh-1

pur Road (VR) Km.0/0 to 4/000, Taluka: Junagadh Dist.Junagadh (MMGSY NORMAL~ 2025-