Resurfacing of Tikar to Rann ni Dhasi Road Km. 0/0 to 6/300 (Non Plan) Ta.Halvad Dist.Morbi (Under MMGSY Yojna (SCSP) Year 2023-24)(6th Attempt)

:- BILL OF QUANTITY

Memorandum showing items of works to be carried out

Item Discription of Item (With Brief Specification and Rate In

Quantity Unit Amount

No.. reference to book of Specification) Figures

1 Clearing and grubbing road land including uprooting 3.31 Hect 28393.04

rank vegetation, grass bushes, shrubs, saplings and

trees girth upto 300mm, removal of stumps of trees cut

earlier and disposal of unserviceable materials (C) By

Mechanical means in area of Light Jungle

2 Earthwork for Embankment including breaking 11931.00 Cum 161.22

clods,dressing etc.complete with all lead and lift.

(Excluding watering & consolidation)(A) From Borrow

Area within All Lead.

3 Scarifying Gavelled macadam or Bitumen macadam 5648.00 Sqm 39.62

surface 6 cm to 10 cm depth including stacking useful

materials on road side and disposing of remaing stuff.

4 Box cutting the road surface to proper slope and 2885.00 Cum 143.73

camber for making a base for road work including

removing the excavated stuff and depositing on the

road side slopes as directed upto All Lead.

5 Earthwork in cuting in all sorts of soil and soft murrum 3600.00 Cum 175.16

including conveying and spreading the stuff,

embankment as and where directed up to all laed from

the end of the cutting with all required lead and lift.

6 Preparation and Consolidation of sub grade with power 6410.00 sqm 4.76

road roller of 8 to 12 tonne capacity after box cutting of

existing embankment, dressing to camber and

consolidating with road roller including making good the

undulations etc. and re-rolling the sub grade.

7 Rolling and Watering of earth work in layers with 17119.00 Cum 22.48

vibratory roller including filling in depressions which

occur during the process as directed.

8 WBM Grading 1 3286.00 Cum 1592.77

Providing, laying, spreading and compacting stone

aggregates of 90 to 45 mm 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

grading 2 as per Technical Specification Clause

By Manual Means

9 WBM Grading 2 Providing, laying, spreading and 3050.00 Cum 1460.46

compacting 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 grading 2 as per Technical

Specification Clause 405. By Manual Means

10 Providing and filling in foundation with ordinary cement 608.00 Cum 3245.56

concrete M – 100 mix and providing necessary vertical

pin headers including form work, vibrating, ramming

and curing complete

11 Providing and casting in situ controlled Trimix cement 995.00 Cum 5790.33

concrete M-25 for various thickness road work laid as

directed included providing and laying necessary

formwork, applying plate vibrator (Electric or Diesel ) on

channel compressor with vacuum dewatering system

by using all necessary equipments and materials &

admixtures such as water reducing concrete admixture

& sock hardner powder etc. with filling the joints with

bitumean as directed etc complete

12 Providing ,laying & rolling 50 mm thick compacted 2075.00 MT 2726.27

Bitumeneous Macadam (B.M.) in one layer with B.T.

aggregates as per MoRT&H specification and

Emulsion RS-1 for tack coat at the rate of

Kg/10Sqm on WBM/WMM Surface (As per IRC- 16)

with mechanical sprayer and using bitumen grade VG-

30 for mixing with aggregate at the rate of 3.40 % i.e.

34.00 kg/MT of total mix, including heating and mixing

in Hot mix plant and spreading the same by Paver

finisher and consolidation with roller including

necessary including cost of Hire charges, firewood, oil,

lubricants, labour charges,etc.by using contractor's

own Hot mix plant,machineries and equipment, tools

etc. complete in accordance with the requirement of

13 Providing and laying and rolling of compacted 20 mm 868.00 MT 3280.80

thick Mix Seal Surface (MSS) with B.T. aggregate as

specified, using asphalt grade VG-30 bitumen for

mixing with aggregate at the rate of 5.10% i.e.

51.00kg/ M.T. of total mix in Hot mix plant and

transporting the mix material by tippers and laying with

paver finisher to the road level and consolidation with

vibratory roller including necessary firewood, oil,

lubricants , labour charges, using contractor's own hot

mix plant, machineries and equipment, tools

etc.including flushing of sand 0.30 cum/10sqm. etc

complete in accordance with the requirement of

specification Type-A

14 Excavation for foundation upto 1.5 m. depth including 2405.00 Cum 241.79

sorting out and stacking of useful materials and

disposing of the excavated stuff upto All lead. Dense

15 Providing and fixing in position FE500/500D TMT bar 19.89 MT 72601.86

reinforement including cutting, bending and tying

complete as per detailed drawings. (A) R.C.C. Kerb.

(B) R.C.C. Footpath.(C) R.C.C. Approch slab.(D)

16 Providing and laying in position FE 500/500D TMT bar 22.61 MT 83380.15

reinforcement including providing fusion bonded Epoxy

coating not less than 175 micron thickness and up to

300 micron to reinforcement bars as per IS-13620-

1993/ASTM-775 M including testing of coating at plant

and all taxes including cutting, bending, hooking and

tying complete as per detailed drawings for the

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

Walls/Caps/Copings

17 Supplying and fixing reinforced concrete heavy duty 15.00 Rm 649.92

non-pressure pipes with collars for culverts carrying

heavy traffic as per IS 458-1991 specifications

including setting the pipes in C.M. 1:2 watering and

laying (to level or slopes) of class NP3 of following

internal daimeters.(i) 300mm dia.

18 Supplying and fixing reinforced concrete heavy duty 85.00 Rmt 5530.94

non-pressure pipes with collars for culverts carrying

heavy traffic as per IS 458-1991 specifications

including setting the pipes in C.M. 1:2 watering and

laying (to level or slopes) of class NP3 of following

internal daimeters.(I)1200mm. Dia With All Lead.

19 Filling available excavated earth (excluding rock) 2405.00 Cum 130.39

in trenches. plinth, sides of foundations etc. in

layers not exceeding 20 cm. in depth consolidating

each disposited layer by ramming and watering.

20 Providing and laying weep hole in Abutments and 1948.00 No 82.57

returns by using A.C.pipe of 100mm.dia.incl.laying in

proper grade and jointing the completed as per detailed

21 Diversion: Providing temporary diversion suitable for 250.00 Rmt 1754.37

traffic during the construction period of the C.D.

Structure work by levelling existing ground and

constructiong suitable compacted embankment, road

surface with providing, laying & consolidation of

mm WBM in layers in 3.75 m carriage width with safety

measures like sign board, guard stone & maintain for

motorable road throughout construction period etc. and

also dismantle diversion after completion of work etc.

complete as per instrucion of Engineer-in-Charge.

22 Providing and filling in foundation with ordinary cement 363.00 Cum 3460.21

concrete M – 100 (using Sulphate Resistant Cement)

mix and providing necessary vertical pin headers

including form work, vibrating, ramming and curing

23 Providing & casting in situ ordinary cement concrete M- 2889.30 Cum 4101.49

150 mix (using Sulphate Resistant Cement) and

providing necessary pin headers including shuttering,

scaffolding, laying, vibrating, curing and finishing

complete without V-Groves.(A) Height from 0.0 M. to

24 Dismentalling the existing structure including removing 121.00 Cum 886.05

and stacking the dismentalled materials as and where

directed RCC work

25 Removing all types of Hume pipes and stacking within 65.00 Rmt 375.87

a lead of 1000 m including Earthwork and Dismantling

of Masonry Works as per Technical Specification

26 Providing and fixing Hectometer as per I.R.C. type 25.00 No 356.50

design including paiting, lettering etc. complete (ii)

Fixing in Cement Concrete 1:5:10

27 Porviding and fixing Precast cement concrete 135.00 No 346.79

Gaurdstone as per IRC type desing incl.white washing

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

28 Providing and fixing ordinary Kilometer stone of precast 6.00 No 704.34

C.C. 1:2:4 including necessary reinforcement as per

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

painting,lettering etc. complet.

29 Providing and fixing indicator stone of approved stone 283.00 No 343.27

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

washing etc. complete.(i) Fixing in CC 1:5:10

30 Providing and fixing 5th Kilometer stone of precast C.C. 1.00 No 1935.15

1:2:4 including necessary reinforcement as per I.R.C.

type design in C.C. 1:4:8 including painting,lettering

31 Providing and fixing Village Name board as per 3.00 No 3437.60

Standard IRC type design of steel plate including

painting,lettering etc. complete with fixing in C.C. 1:4:8

block with necessary excavation

32 Providing and fixing Road Sign of M.S. plate and angle 10.00 No 3072.99

iron including painting, lettering etc. complete with

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

etc. comp. As per IRC type design (1) reflective type

33 Informatory sign;-Providing & Fixing sign boards made 4.00 No 3856.90

out of 2mm. alluminium sheet size 90x60cms.

rectangle as per design of IRC-67-1977 Pretrated with

phospheting process & acid atching : coated with one

coat of apoxy primer and two coats of best quality

epoxy paint, reflectrorised with retro reflective sheeting

as per latest MOSTspecifications. 3.1mt. lomg stand

post & frame fabricated from suitable size iron angle of

35x35x3 mm., 75x75x6mm. required paited with best

quality epoxy coatings in black and white bends, the

detail of symbols for each board shall be as per the

instruction of the engineer in charge. The fixing at site

shall be in C.C. 1:2:4 block of size 45x45x60 cms for

each leg, incl. excavation,curing etc. comp.under the

supervision of Engineer - in charge. (A) Engineer

34 Regulatory / Mandatory Signs Providing and Fixing 8.00 No 3439.81

sign boards made out of 2mm aluminum sheet : size

cms. diamete circle as per design of IRC-671977.

Pretreated with phospheting process and acid etching :

coated with one coat of epoxy primer and two coats of

best quality epoxy paint: reflectorised with retro

reflective sheeting as per latest M.O.S.T specification:

3.1 M. long stand post and frame fabricated from

suitable size iron angle of 35*35*3mm 75*75*6mms.

required: painted with best quality epoxy coatings 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 45*45*60 cms for each leg: including excvation

curing etc. comp.under the supervision of engineer-in-

charge.(A) Engineer grade

35 Providing and erecting logo cum informatory retro 2.00 No 5946.88

reflectorised board as per IRC-67 made of engineering

grade sheeting as per specification fixed over

alluminium sheeting,2mm. thick as logo board with

vertical support of M.S. angle 35x35x5 mm and lateral

clearance of 100mm between logo & informatory board

and 2mm.thick M.S. plate asinformation board with

area exceeding 0.90 sqm. fixed on frame of an angle

35x35x5 mm and supported on a M.S. angle iron post

75mm x75mm x6 mm - 2Nos firmly fixed to the ground

by means of properly designed foundation with M

grade cement concrete 45cm x45cm x60cm, below

ground level as per drawing, including paiting and

installation at site

36 Direction sign (Junction Board) 2.00 No 14831.71

Providing and Fixing sign boards made out of 2mm

aluminum sheet : size 244*122 cms. rectangle as per

design of IRC-67-1977. Pretreated with phospheting

process and acid etching : coated with one coat of

epoxy primer and two coats of best quality epoxy paint:

reflectorised with retro reflective sheeting as per latest

M.O.S.T specification: 3.1 M. long (2 nos) stand post

and frame fabricated from suitable size iron angle of

50*50*5mm 75*75*6mms. required: painted with best

quality epoxy coatings 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 45*45*60 cms for each leg:

including excvation curing etc. comp.under the

supervision of engineer-in-charge.

(A) Engineer grade.

37 Hazard Marker Sign :-Providing and fixing sign boards 18.00 No 2423.74

made out of 2.0 mm aluminium sheet / 4 mm ACP

(Aluminum composite Panel); size 90x30 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; 1.8mtr 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 sheeting

38 Route marker sign :- 40.00 No 3744.68

Providing & fixing sign boards made out of 2mm

aluminium sheet, size 60x45cms. rectangle plus

30x25cms 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 ; 3.1m

long stand post and frame fabricated from iron angle of

35 x 35 x 3mm , 75x75x6mm as required, painted with

best quality epoxy coating in black and white bends

The details of 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 45x 60cms. for

each leg, including excavation curing etc. complete

under the supervision of engineer in charge.(A)

Engineer Grade..

Rupees Four Crore Eighty Six Lakh Fourty Nine Thousand Three Hundred Fourty and Paise

Seventy Eight only

Fixed Deduction for available material from dismantling for First R.A. Bill -3,07,014.7500

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 4,86,49,340.78 * Estimated Amount

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

Deduct……..……..% Belowe Rs…………..….……. Add……..……..% Above Rs…………..….…….

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

Note :- 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.

Note :- 2.The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

Note :- 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.

Signature of Contractor

Note:- Amount Rs.307014.75 of Dismentalled materials Shall be Recovered from 1st RA Bill of

Contractor at Once.

Depurty Executive Engineer Executive Engineer

Panchayat R.& B. Sub Division Panchayat R.& B. Division