Road

Name of work :- Resurfacing to Roads of Junagadh District Package No.RPC-

2/JND/MMGSY/Normal/2024-25/P.01 Ta. Manavadar , Dist.; Junagadh.

BILL OF QUANTITIES

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

No. and reference to book of Specification)

1 Clearing and grubbing of road land 1.10 One 28393.03

incl.uprooting rank vegetation, grass, bushes, Hect.

shurbs, saplings and 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 Earthwork for embankment including 975.20 One 150.38

breaking clods, dressing with all lead and lift Cum

(Excluding watering and consolidation) (A)

Selected soil should be From borrow area

with all lead and lift and should have CBR

not less than 6.00%.

3 Box cutting the road surface to proper slope 1519.10 One 104.20

and camber for making a base for road work Cum

including removing the excavated stuff and

depositing on the road side slopes as directed

4 Earthwork in cutting in all sorts of soil and 1883.70 One 127.74

soft Murrum including conveying and Cum

spreading the suff embankment as and where

directed within 200 meters from the end of

the cutting with all required lead and lift.

5 Scarifying graveled macadam or Bitumen 264.00 One 39.62

macadam surface 6cm to 10cm depth Sqm

including stacking useful materials on road

side and disposing off remaining stuff.

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

No. and reference to book of Specification)

6 WBM Grading-1 307.20 One 1216.24

Providing, laying, spreading and compacting Cum

stone agg. Of 90mm to 45mm size to water

bound macadam specification including

spreading in uniform thickness, hand

packing, rolling with smooth wheel roller 80-

100 KN in stage to proper grade and camber,

applying and brooming, stone

screening/binding material to fill-up the

intersties of coarse agg., watering and

compacting to the required density grading-1

as per Technical Specification Clasue.405 By

7 WBM Grading-2 546.00 One 1021.34

Providing, laying, spreading and compacting Cum

stone agg. Of 63mm to 45mm size to water

bound macadam specification including

spreading in uniform thickness, hand

packing, rolling with smooth wheel roller 80-

100 KN in stage to proper grade and camber,

applying and brooming, stone

screening/binding material to fill-up the

intersties of coarse agg., watering and

compacting to the required density grading-2

as per Technical Specification Clasue.405 By

8 Rolling and Watering of earthwork with 1555.00 One 22.48

vibratory roller including filling in Cum

depression which occur during the process

and as directed.

9 Providing and appliying primer coat with 825.00 One 65.34

bitumen emulsion SS1 on prepared surface of Sqm

granular Base including clearing of road

surface and spraying primer at the rate of

0.75kg/sqm using mechanical means,

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

No. and reference to book of Specification)

10 Providing and laying bitumenous grout 892.00 One 1883.75

37.50mm thick using bulk Emulsion RS1 for MT

tack coat at the rate of 2.50kg/10sqm on

Bitumin surfacer and using BT chips for

required gradation with the asphalt of grade

VG-30 at the rate of 1.99% i.e 19.90kg/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.

11 Providing, laying and rolling of 25mm thick 625.00 One 2639.33

open graded premix bituminous carpet with MT

B.T aggregates as specified and using bulk

Emulsion RS1 for tack coat at the rate of

2.50kg/10sqm on B.T.Surface (As per IRC-16)

and using bitumen for mixing with aggregate

at the rate of 3.36% i.e 33.60kg/MT. of total

mix including heating and mixing in drum

mix plant, spreading the same with paver

finisher and consolidation with vibratory

roller including necessary firewood, oil,

lubricants, labour charges etc. using

equipment tools etc. completed in accordance

with the requirement of specification.

12 Providing and laying seal coat using Bitumin 325.00 One 2869.71

grade VG-30 with B.T. aggregate as specified MT

using aggregate at the rate of

0.18cum/10sqm. And bitumen for mixing

with aggregate at the rate of 4.5% i.e

45.00kg/MT of total mix including 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 accordanace with the

requirement of specification.

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

No. and reference to book of Specification)

13 Providing and laying asphalt painting on BT 11892.00 One 24.74

surface with Bitumin grade VG-30 at the rate sqm

of 5.0kg/10sqm sqm by mechanical sprayer

and spreeading the stone dust on prepared

surface at the rate of 0.03cum/10sqm and

rolling with smooth wheeled roller and

pneumatic roller and brushing etc. complete.

14 Excavation for foundation upto 1.5m depth 457.20 One 241.79

including sorting out and stacking of useful Cum

materials and disposing of the excavated stuff

upto all lead. (B) Dense or hard soil.

15 Excavation for foundation upto 1.5m depth 172.70 One 412.00

including sorting out and stacking of useful Cum

materials and disposing of the excavated stuff

upto all lead. (C) Hard Murrum

16 Providing and casting in situ ordinary cement 682.70 One 3818.60

concrete M-150 mix and providing necessary Cum

pin headers including shuttering, scafilding,

laying vibrating, curing and finishing

complete Without V-Grooves For all Hieght.

17 Providing and filling in foundation with 618.40 One 3245.56

ordinary cement concrete M-100 mix and Cum

providing necessary vertical pin headers incl.

Formwork, vibrating, ramming and curing

18 Construction of concrete road using tremix 225.00 One 6099.64

system with 20cm/15cm thick controlled M- Cum

250 concrete 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.

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

No. and reference to book of Specification)

19 Providing and casting in situ Contolled 937.60 One 5187.83

cement concrete- M-200 for average Cum

75/150/200mm thick wearing coat laid as

directed incuding. tamping, vibrating,

finishing, curring and filling in joints with

bitumen complete.

20 Providing and laying weep hole in Abutment 108.00 One 58.53

and returns by using A.C pipe of 100mm. No

Incl. fixing in proper grade and jointing the

complete as per detailed specification.

21 Providing and laying in Position FE - 5.260 One 73217.52

500/500D TMT bar reinforcement including MT

cutting, bending, hooking and tying complete

as per detailed drawings for the following (A)

Piers (B) Abutments (C) Returns (D) Walls

22 Providing and Fixing in position FE- 15.820 One 72601.86

500/500D TMT bar reinforcement including MT

cutting, bending, hooking, and tying

complete as per detailed drawaing (A)RCC

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

App. Slab / Wearing coat.

23 Filling available excavated earth (excluding 1257.30 One 130.39

rock ) in trenches plinth sides of foundation Cum

etc. in layers not exceeding 20cm in depth

consolidating each deposited layer by

ramming and watering.

24 Supplying and fixing reinforced concrete 37.50 One 3506.80

heavy duty non presure pipes with collars Rmt.

for culverts carrying heavy traffic as per IS

458-1991 specification including setting and

joinng the pipes in C.M. 1:2 watering and

laying (to level or slope) of I.S. Class NP-3 of

following internal diameter with all lead and

lift. (i) 1200mm Dia.

25 Dismantling the existing structure including 186.60 One 886.05

removing and stacking the dismantled Cum

materials as and where directed. RCC Work.

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

No. and reference to book of Specification)

26 Dismantling G.I. Pipes G.S.W. Pipes and A.C 28.00 One 73.02

Rain water pipes with fitting and clamps Rmt.

including stacking the materials with all

lead and lift (for any of pipe)

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

No. and reference to book of Specification)

27 Providing and fixing Precast cement concrete 18.00 One 356.49

Hectometer as per IRC type design incl. No

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

28 Providing and fixing Precast cement concrete 900.00 One 203.61

Guard stone as per I.R.C. type design No

including white washing etc. complete.

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

29 Providing and fixing ordinary Kilometer 5.00 One 704.33

stone of pre-cast C.C. 1:2:4 including No

necessary reinforcement as per I.R.C. type

design in C..C. 1:4:8 including painting

lettering etc. complete.(For VR, ODR)

30 Providing and fixing Indicator stone of 207.00 One 102.84

approve stone as per I.R.C. type design in No

C.C. 1:4:8 including white washing etc.

complete Fixing in Earth

31 Supplying and fixing Junction Boards of M.S. 3.00 One 5236.69

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

Fixing in C.C. 1:4:8 with necessary excavation

painting, figuring, lettering on boards etc.

32 Providing and fixing Village name Boards as 3.00 One 3437.59

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

incl. painting, lettering etc. complete with

fixing in C.C. 1:4:8 block with necessary

excavation etc. complete

33 Providing and fixing Road sign of M.S. plate 4.00 One 3072.98

and angle iron incl. painting, lettering etc. No

complete. fixing in C.C. 1:4:8 block with

necessary excavation etc. complete as per IRC

type design (i) Reflective Type.

34 Providing and fixing Flood guage post mark 2.00 One 1134.23

of 'C' angle size 100mm x 50mm x 6mm thick No

of length 2.00mt. Height fixed in head wall

0.500mt. And 1.50mt. Out side with painting

and lettering with redeum color as directed.

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

No. and reference to book of Specification)

35 Village name Sign :-Providing and fixing sign boards 6.00 One 6397.43

made out of 2mm aluminium sheet / 4mm ACP No

(Aluminum composite Panel); size 90x60 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;

3.3mtr 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 35 x 35 x

3mm; 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 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

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)

36 Informatory Signs :-Providing and fixing sing boards 1.00 One 3856.89

made out of 2mm aluminium sheet; size 80 x 60cms. No

rectangle as per the design of IRC-67-1977 pre treated

with phospheting process & acid teching; coated with

one coat of epoxyprimer and two coats of best

qualityepoxy 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 3mm75x75x6mm as

required; painted with best qualityepoxy coatings in

black and whitebends. the details of symbol for

eachboard shall details of symbol for eachboard shall

be as per the instruction ofengineer in charge. The

fixing at site shall be in 1:2:4 CC block of size 45 x45 x

60cms. for each leg. including excavation curing tec.

complete under the supervision of engineer in

charge.(A) Engineer Grade(VR)...

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

No. and reference to book of Specification)

37 Hazard Marker Sign :-Providing and fixing sing 2.00 One 2423.73

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

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 & 50 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)...

38 Facility Informatory Sign :-Providing and fixing sign 1.00 One 3990.64

boards made out of 2mm aluminium sheet / 4mm No

ACP (Aluminum composite Panel); size 80 x 60 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;

3.6mtr 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 35 x 35 x

3mm; 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

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

No. and reference to book of Specification)

39 Sign board per Square Meter :-Providing and fixing 26.00 One 7894.01

sign boards made out of 2mm aluminium sheet / 4mm No

ACP (Aluminum composite Panel); size 1 meter x

1meter 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;

mtr long stand post (2 Nos.) of Iron Angle 75 x 75 x

6mm / 65NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle of 50x50x5mm;

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 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

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)

40 Cautionary Warning Sign : Providing and fixing sign 2.00 One 4040.88

boards made out of 2mm Aluminium sheet size No

90x90x90 cms. Equilateral treangle as per the design of

IRC-67-1977 pre treated with phospheting process and

acid etching coated with one coat of apoxy primer and

two coats of best quality epoxy paint reflectorised with

retro reflective sheeting as per latest MOST

specification 3.1 Mt. long stand post and frame

fabricated from suitable size iron angle of 35x35x3mm,

75x75x6mm. as required painted with best quality

epoxy coating in black and white bends the details of

symbole 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 45x45x60cms. for each leg including

excavation curring etc. complete under the supervision

of engineer in charge (A) Engineering Grade.

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

No. and reference to book of Specification)

41 Road Marking with Hot Applied paints with 253.00 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

42 Cate eye / road stud/ RPM : Supplying 380.00 One 326.23

Raised Pavement markers of polycarbonate No

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 accordanace to ASTM D 4280 type H and

complying to specification of category A of

MORTH circular No RW/NH/33023/10-97-

DO III Dt. 11-06-1997. the height, width and

length shall be exeed 20mm, 130mm and

130mm and with minimum reflective area of

13sqcm 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.

Rupees One Crore Ninety Nine Lakh(s) Thirty Five Thousand Six Hundred Eighty

Six And Paise Twenty Nine Only

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

No. and reference to book of Specification)

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

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

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.29375/- 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

Junagadh-1 Junagadh