CONSTRUCTION OF KAPDISAR DAM NANI SINCHAI YOJANA APPROCH ROAD TA.ABDASA (IRRIGATION DEPOSIT WORK)(6th attempt)

BILL OF QUANTITIES

Memorandum showing item of works to be carried out.

It. No. Description of Item Qty. Unit

1 Clearing and grubbing of road length including up rooting 0.40 Hect. 28455.09

wild vegetation, grass, bush shurbs, saplings and trees of

girth up to 300 mm removal of stumps, of such trees cut

earlier and disposal of and unserviceable material stacking

of serviceable material ,Clause-2 C1.1 (area of light density)

by mechanical means in area of light jungle

2 Box cutting the road surface to proper slope and camber 820.00 Cum 109.24

for making a base for road work including removing the

excavated stuff and depositing on the road side slope as

directed upto all lead and lift.

3 Earth work for embankment with selected soil C.B.R. not 1959.00 Cum 163.69

less then 6.0 includiing breaking cloods, dressing, with all

lead amd lift (excl. watering and consolidation) from

borrow area with all lead & lift

4 Rolling & watering and consolidation of earthwork using 1959.00 Cum 22.96

vibratory road roller 8-10 ton capacity (A)Earth work (layer

not exceeding 200mm thickness)

5 Construction of granular sub base by providing well graded 700.00 Cum 705.20

crushed stone material(M.C.Metal 53 to 9.5 mm size 50%,

M.C. metal 9.5 to 2.36 mm 20% and stone dust below

2.36mm size 30%)spreading in uniform layes with motor

grader on prepared surface, mixing by mix in place method

with rotovator at O.M.C.and compacting with three

wheeler roller 8T to 10 T to achieve the desired density

complete as per technical specification Close graded

Granular sub-base Material as per clause 401 for grading -I

well graded sub base material.(150mm thick

compacted thickness)

6 Providing and laying W.B.M. of M.c. meta of size 45 mm to 300.50 Cum 1184.38

90 mm size including 0.27Cu.M.Stone screening &

Cu.M. stone dust as filler including spreading, watering &

consolidation by vibratory roller 80KN to 100KN static

weight. 100 mm thick compacted

7 Providing and laying W.B.M. of M.C. metal of size 45 mm to 417.00 Cum 1081.80

63 mm size including 0.12Cu.M. Stone screening &

Cu.M. stone dust as filler including spreading, watering &

consolidation by vibratory roller 80KN to 100KN static

weight. 75 mm 1thick compacted each layer.

It. No. Description of Item Qty. Unit

8 Providing and laying bituminous grout 37.5mm compacted 204.38 M.T. 2310.23

thick using B.T. stone aggregates as per required gradation

with the asphalt VG-30 grade for tack coat 2.5 Kg/10 Smt

on B.T. surface and 4.0 Kg/10 Smt on W.B.M. surface and

asphalt VG-30 grade for mixing @ 1.99% i.e. 19.90 kg./ MT

by weight of mix including heating and mixing in drum mix

plant transporting the mix, spreading the same by pavers

finisher and consolidation as per MORTH specification

including cost of all materials fuels, labors, tools and plant

etc. using contractors own drum mix plant etc. completed

9 Providing and laying 37.50 mm thick compacted B.M. using 224.90 M.T. 2913.04

stone chips 0.66 Cum/1 M. ton mix as per gradation with

Asphalt VG-30 for tack coat @ 2.50 kg./10 Smt. on B.T.

surface and asphalt grade VG-30 for mixing @ 34 kg/M.Ton

(i.e. 3.40% of mix) including heating the and aggregate by

continuous batching drum mix plant, transporting and

mixed material and spreading the same by paver finisher

and consolidation by vibratory roller of 80 KN to 100 Kn

static weight including the cost of labour oil, lubricants etc.

using contractors own machineries and plant.

10 Providing and laying bituminous seal coat with stone chips 74.40 M.T. 3243.50

6 to 10 mm size 0.18 Cmt/10 smt. i.e. using 0.66 cmt

aggregate per M.T mix using asphalt VG-30 @ of 4.50% of

mix including heating the asphalt and aggregate by

continuous batching drum mix plant and paver finisher and

consolidating by vibratory roller including providing

equipment, tools, plant, firewood, oil, kerosene, labour

charges etc. using the contractors own machinery and plant.

11 Providing and laying cement concrete 1:4:8 (1 cement : 4 169.50 Cum 2968.27

coarse sand : 8 machine crushed stone aggregates 40 mm

nominal size) and curing complete in foundation and plinth.

12 Proving and laying cement concrete grade M-20 (1-Cement 330.00 Cum 5189.34

: 1.5 sand : 3 coarse aggregate 20mm nominal size) for C.C.

road and curing etc. complete including cost of formwork,

finishing the cement concrete road by Trimix process

inclusive of labour charges for trimix vaccume dewatering

process on cement concrete road by using vaccume

dewatering pump, surface floater, including chanelling and

making grooves & rough finish to surface, providing

expansion joint, construction joint including filling the joint

with asphalt filler as per direction by engineer in charge and

as per specification.

13 Providing I.S.I. mark T.M.T. bar Fe-500D reinforcement for 5148.00 kg 77.29

R.C.C. work including bending, binding and placing in

position complete upto two floor level.

It. No. Description of Item Qty. Unit

14 Providing and fixing ordinary kilometer stone of precast 1.00 No. 704.33

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.)

15 Providing and fixing Hectometer stone as per I.R.C. type 4.00 No. 356.50

design including painting, lettering etc.complete (i) Fixing in

16 Providing fixing indicator stone of approved stone as per 35.00 No. 343.27

I.R.C. type design in c.c.1:4:8 including white washing etc.

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

17 Facility Informatory Sign :-Providing and fixing sign boards 1.00 No. 3990.64

with logo of scheme made out of 2mm aluminium sheet /

4mm ACP (Aluminum composite Panel); size 80 x 60 cms.

rectangular as per design of IRC-67-2012Pre 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 sheetinrom origina 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

It. No. Description of Item Qty. Unit

18 Cautionary Warning Sign :-Providing and fixing sign boards 2.00 No. 5077.27

made out of 2mm aluminium sheet / 4mm ACP (Aluminum

composite Panel);size 90 x 90 x 90 cms, equilateral triangle

as per design of IRC-67-2012Pre treated with phospheting

process & acid etching; coated with one coat of epoxy

primer and two coats of best quality epoxy paint

seflectorised with Micro Prismatic Grade retro

refiectivesheeting of Type-11 as per ASTM D-4956 and

latest M.O.S.T.Specifications; 3.6mtr long stand post of 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 foreach board shall be

as per theinstruction of engineer in charge, The fixing at

site shall be in 1:2:4 CC blockof size 45x45 x 60 Cms. for

each leg. including excavation, curing etc.complete under

the supervision of englneer in charge, A warranty for

years for the Retro reflective sheeting from orlginal

manufacturer rom original manufacturer & a certifiled 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

19 Give Way sgn :Providing and ftxinge sign boards made out 1.00 No. 3906.19

of 2nm aluminium sheet / 4mm ACP(Alurminum composte

Pane)ave 90x90x90 cms.equilateraltriangle as per desgn

OfIRC6.96i2. pre treated with phospheting process & acid

etenm ated with one coat of epoxy primer and two coats of

be uality epoxy paint ; reflectorised with High Intensity

Prismare arade retro refiectivesheting of Type-4 as per

ASTM D-4956 ae (atest M.0.S.T.Specfications; 3.6mtr long

stand post of lron Angele 75×75×6mm/65NB Circular MS

Pipe as required and frame fabricated from suitable size

iron angle of 35×35x3mm; paintec with bestquality epoxy

coatings in black and white bends. The detals 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 60 Cms. for each leg including excavation, curing

letcomplete under the supervision of engineer in change..A

warranty for 7 years for the Retro reletive sheting from

oiginal macopy of 3 year outdoor exposure test report from

Ithird paty test lab for the product offeredshall be

submittedby contractor. (B) Class-B Type-4 Retro Reflec

It. No. Description of Item Qty. Unit

20 Direction sign (Junction board) :- Providing and fixing sign 1.00 No. 14831.71

boards made out of 2mm aluminium sheet size 244 x

122cms. rectangle 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 reflective 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, 75 x 75 x 6mm 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 x 45 x 60cms. for

each leg including excavation curing etc. complete under

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

21 STOP SIGN :- Providing and fixing sing boards made out of 2.00 No. 6704.36

2mm aluminium sheet size 90 x 90cms. rectangle as per the

design of IRC-67-1977 pretreated with phospheting process

& 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.

specifications; 3.1m long stand post and frame fabricated

from suitable size 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 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).

22 Village name/ Bump Ahead sign :- Providing and fixing sign 1.00 No. 6397.43

board made out of 2 mm alluminium sheet size 90 x 60 cms

rectangle as per the design of IRC-67-1977 pre treated 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.R.T.H. specifications. Letters and numerals should be

as per IRC-30-1968, 310m long (2 Nos.) stand post and

frame fabricated from suitable size iron angle of 50 x 50 x

mm painted with best quality epoxy coating 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 C.C. 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).

It. No. Description of Item Qty. Unit

i.e. Rs. Fifty Eight lacs Sixteen thousands Two hundred Twelve Rupees and Ninty four paisa only.

I/We am/are willing to carry out the work @ ______________ % 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 put to tender Estimated amount put to tender

Deduct………% below Add………% Above

1. The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-

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

Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me and found

Deputy Executive Engineer Sr. Divisional Account Executive Engineer

Panchayat (R & B) Sub Division, Officer Panchayat (R & B) Division,

Nalia,Abdasa Panchayat (R & B) Bhuj-Kutch