Resurfacing of Lunsar to Chitrakhada Road Km. 0/0 to 5/850 (V.R.) Ta.Wankaner Dist.Morbi (Under Kisan Vikaspath Yojna (Normal) Year 2023-24) (14th 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 1.35 hect 28393.04

rank 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 light jungle

2 Earthwork for Embankment including breaking 4825.00 Cum 205.49

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

(Excluding watering & consolidation)

3 Box cutting the road surface to proper slope and 1342.00 Cum 104.05

camber for making a base for road work including

removing the excavated stuff and depositing on the

road side slope as directed

4 Earthwork in cuting in all sorts of soil and soft murrum 1182.00 Cum 128.07

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.

5 Rolling and Watering of earth work in layers with 4824.76 Cum 22.49

vibratory roller including filling in depressions which

occur during the process as directed.

6 Stabilized Sub-base: Providing, Laying, Spreading 2683.00 Cum 831.36

and Compacting in-situ/borrow area soil of CBR >5%

with stabilization.

(1) Rip and loosen soil with excavator / tractor

operated ripper and scarify with tractor operated

rotavator upto depth to achieve desired compacted

thickness of 100 mm

(2) Spread Cement 1% by weight of soil and mix

(3) Apply 0.6 kg /cum organosilane Nanotechnology

and 0.6 kg/cum of nano acrylic Co-Polymer mixed in

OMC water (<1000 ppm TDS) on loose soil - cement

mix. Scarify the material and compact it.

(4) Compact the stabilized soil layer with 8 to 10 tonne

vibratory roller to achieve the desired density.

Rates include all material, labour, hire charges of

machinery etc. as per MoRD specifications & direction

of Engineer-in-Charge.

7 Stabilized Base: Providing, Laying, Spreading and 4024.00 Cum 2274.08

Compacting borrow area soil of CBR >5% mixed with

40% crushed aggregate/ GSB Grade 2 as per mix

(1) Spread and grade loose soil and aggregates with

help of tractor operated rotavator and ripper as per mix

design to achieve desired compacted thickness.

(2) Spread Cement 4% by weight of soil -aggregates

mix and mix homogenously with tractor operated

rotavator and ripper

(3) Apply 1 kg /cum organosilane Nanotechnology

and 1 kg/cum of nano acrylic Co-Polymer mixed in

OMC water (<1000 ppm TDS) on loose soil-aggregate -

cement mix. Scarify the material with rotavator.

(4) Compact the stabilized layer with 8 to 10 tonne

vibratory roller to achieve the desired density.

(5) Waterproof the top of the compacted stabilized

base with organosilane & nano acrylic Polymer in the

ratio of 1 kg organosilane :1 kg nano acrylic Co-

Polymer : 200 liter water (<1000 ppm TDS) @

ltrs/sqm in two spray applications (1.5 ltrs. + 1.5 ltrs.).

Rates include all material, labour, hire charges of

machinery etc. as per MoRD specifications & direction

of Engineer-in-Charge.

8 Waterproofing on top compacted ( as per relevant 56869.00 Sqm 16.00

MoRD specification) original ground, sub Grade soil

base, shoulders with Organosilane Nanotechnology &

nano acrylic co-polymer with water (<1000 ppm TDS)

in the ratio of 1 kg Organosilane Nanotechnology:1 kg

nano acrylic co-polymer :200 liter water spray @ 3 liter

/sqm in two spray applications (1.5 liter + 1.5 liter) as

per direction of the Engineer-in-charge.

9 WBM Grading 1 2284.00 Cum 1387.41

Providing, laying, spreading and compacting 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 grading I as per Technical

Specification Clause

By Manual Means

10 Prime Coat : Preparing and applying of water soluble 21147.00 Sqm 20.14

organo silane nanotechnology (for bitumen emulsion

application, IRC approved) with bitumen emulsion RS1

and water (<1000 ppm TDS) in the ratio of 1 kg

organo silane nanotechnology : 100 kg cationic

bitumen emulsion RS1 : 200 liter water .

Mixing & Spraying : Take 1 kg of organo silane

nanotechnology and add in 200 liter water while filling

water in tanker/drum and then add 100 kg cationic

bitumen emulsion under circulation. Mix the solution

completely. Spray the solution @ 1 liter per sqm on

compacted stone base.

Rates including all materials, labour, hire Charges of

machery etc. complete as per MoRD specifications &

direction of Engineer-in-Charge. (

11 Providing, Laying & Rolling of Built Up Spray Grout 21147.00 Sqm 139.79

(Compacted Thickness : 37.50 mm) in one layers

using Emulsion RS-1 tack coat at the rate

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

spreading stone aggregate at the rate of 0.50cum/10

Sqm. and spraying bitumen VG-30 at the rate of 15kg/

10 sqm . for first layer and spreading 0.13cum /

sqm. of key aggregate on top accordance with the

requirement of specification, including cost of stone

aggregate , bitumen, consolidation with roller,

necessary firewood, oil, lubricants, labour charges,

machineries, tools, etc. complete.

12 Providing, laying and rolling of 25mm thick using 1111.00 Mt 2381.19

Bitumean grade of VG-30 open graded premix

bituminous carpet with B.T. aggregate as specified

and using bitumen for Emulsion RS1 at the rate of

2.50 Kg/10 Sqm on B.T.Surface .( As per IRC-16) and

using bitumen for mixing with aggregate at the rate of

3.36% i.e. 33.60 Kg/M.T. 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..

13 Providing and laying seal coat using Bitumean grade 577.00 Mt 2573.45

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

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.

14 Providing and fixing in position FE 500D TMT bar 1.66 Mt 72601.87

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)

15 Supplying and fixing reinforced concrete heavy duty 30.00 Rm 658.37

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.

16 Providing and fixing Flood Gauge Post mark of "C" 2.00 No 1112.60

Channle angle size 100mm X 50mm X 5 mm Thick (In

head Wall 0.50 m and 1.50 m Out side wih Painting

and letterning with radium color as direct)

17 Providing and fixing "W" type metal beam crash safety 40.00 Rm 3134.03

barrier comprising of single row 3 mm thick galvenized

sheet to be fixed on ISMC 150 (150 mm x 75 mm x

mm) series channel vertical post to be spaced 2.0 mtr

c/c to be kept 1.65 mtr height including necessary

foundation, fittings with bolts, painting and required all

process as per specification and as per drawing

18 Providing and casting in situ ordinary cement 46.30 Cum 4501.74

concrete M-30 for various thickness wearing coat

laid as directed dincluding tamping, vibrating,

finishing, curing and fillingin joints with bitumen

19 Demolition and disposal of un serviceable materials 45.60 Cum 593.35

with all lead and lift Unreinforced Cement concrete

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

design including paiting, lettering etc. complete (ii)

Fixing in Cement Concrete 1:5:10

21 Providing and fixing guard stone as per I.R.C. type 135.00 No 98.63

design including white wasins etc. complete

(1) Fixing in earth.

22 Providing and fixing ordinary Kilometer stone of 5.00 No 704.34

precast 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. complete (For O.D. road V.R.)

23 Providing and fixing indicator stone of approved stone 263.00 No 343.27

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

washing etc. complete.(ii) Fixing in C.C. 1:5:10

24 Providing and fixing 5th Kilometer stone of precast 1.00 No 1935.15

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. complete (For N.H., S.H. and

25 Providing and fixing Village Name board as per 2.00 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

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

angle 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

27 Cautionary warning sign;-Providing & Fixing sign 2.00 No 3808.66

boards made out of 2mm. alluminium sheet size

90x90x90cms. equilateral triangle 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 grade.

28 Providing and erecting logo cum informatory retro 2.00 No 5980.21

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 15 grade cement concrete 45cm x45cm x60cm,

below ground level as per drawing, including paiting

and installation at site

29 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.

Rupees Two Crore Fifty One Lakh Nine Thousand Seven Hundred Fourty Eight and Paise

Fixed Deduction for available material from dismantling for First R.A. Bill

I/We am/are willing to carry out the work at… % above/below percent(Should be written in figures and words) of the

estimated rateAmount

* Estimated mentioned above. Amount of my /our tender works out as* Estimated

2,51,09,748.32 under. Amount

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

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

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

Signature of Contractor.

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.

Note:- Amount Rs.0 of Dismentalled materials Shall be Recovered from 1st RA Bill of Contractor at

Depurty Executive Engineer Executive Engineer

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