CONSTRUCTION OF NIRONA ROAD TO RAMDEVPEER JAGESHVAR BIBAR ROAD (MMGSY 2025-26, NON PLAN VR) (thirteenth attempt)

NAME OF WORK:-CONSTRUCTION OF NIRONA ROAD TO RAMDEVPEER JAGESHVAR BIBAR ROAD

(MMGSY 2025-26, NON PLAN VR)

BILLOF QUANTITIES

(A) Percentage Rate Tender (Upto INR 50 Cr)

It.No. Description of Item ( with brief specification and reference to book of Quantity Unit Rate in Amount

specifications) Figures

1 Clearing and Grubbing road land including uprooting rank, vegetation, 0.32 Hect. 28455.09

grass bushes, shrubs, saplings and trees girth up to 300 mm removal of

stumps of trees cut earlier and disposal of unseviceable materials and

stacking of serviceable materials to be use (A) By mechanical means in

area of light jungle

2 Box cutting the road surface to proper slope and camber for making a 784.00 Cmt. 109.24

base for road work including removing the excavated stuff and

depositing on the road side slope as directed upto

3 Earth work for embankment with selected soil C.B.R.not less than 6.0 904.00 Cmt. 163.69

including breaking clods, dressing, with all, lead and lift (excl. watering

and consolidation) From borrow area with all lead & lift

4 Rolling & watering and consolidation earthwork using vibratory road 904.00 Cmt. 22.96

roller 8 - 10 tonne capacity (A) Earth work (layer not exceeding 200mm

5 Supplying,stacking and spreading quarry spall with all lead and lift and 88.00 Cmt. 633.83

including watering and rolling and consolidation of sub grade in layers at

OMC to required dry density including filling depression which occurs

during the process using vibratory roller of 80 KN to 100KN (selected

quarry spall having CBR value not less than 30.0)

6 Construction of granular sub base by providing well graded crushed 575.00 Cmt. 928.45

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

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 8 T 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)

7 Providing and laying W.B.M. of M.C. metal of size 45 mm to 90 mm size 89.00 Cmt. 1450.79

including 0.27 Cu.M. Stone screening & 0.08 Cu.M. stone dust as filler

including spreading, watering & consolidation by vibratory roller 80KN

to 100KN static weight. 100 mm thick compacted

8 Providing and laying W.B.M. of M.C. metal of size 45 mm to 63 mm size 126.00 Cmt. 1324.63

including 0.12 Cu.M. Stone screening & 0.08 Cu.M. stone dust as filler

including spreading, watering & consolidation by vibratory roller 80KN

to 100KN static weight. 75 mm thick compacted each layer.

9 Providing and laying bituminous grout base course 37.50 mm 65.00 M.T. 2349.77

compacted thi. using B.T. stone aggregates as per required gradation

with the Bitumen V.G.-30 for tack coat 2.5 Kg/10 Smt on B.T.Surface

and 4.0 Kg/10 Smt on W.B.M.Surfcae and asphalt V.G.-30 grade for

mixing @ 1.99 % i.e. 19.90 kg./ MT by weight of mix incl. heating and

mixing in drum mix plant transporting the mix , spreading the same by

pavers finisher and consolidation as per MORTH specification incl. cost

of all materials fuels, labors, tools and plant etc. using contractors own

drum mix plant etc. comp. etc. comp.

It.No. Description of Item ( with brief specification and reference to book of Quantity Unit Rate in Amount

specifications) Figures

10 Providing and laying 37.50 mm thick compacted B.M. using stone chips 72.00 M.T. 2924.12

0.66 Cum / 1 M.Ton mix as per gradation and tack coat with Bitumen

V.G.-30 grade @ 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 contineous batching drum mix plant, transporting and

mixed matrrial 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.

11 Provindig and laying bituminous sealcoat with stone chips 6 to 10mm 24.00 M.T. 3235.25

size 0.18 cmt /10 smt. i.e. using 0.66 cmt agg.per M.T. mix using asphalt

V.G.-30 @ of 4.50 % of mix inc. heating the asphalt and agg. By

continous batching drum mix plant and paver finisher and consolidating

by vibratory roller incl. providing equipments, tools, plants, firewood

,oil, kerosene, labour charges etc, comp, using the contractor's own

12 Providing & Laying cement concrete 1:4:8 (1-Cement 4-Coarse sand 8- 277.90 Cmt. 2968.27

machine crushed stone aggregates 40mm nominal size) and curing

complete in foundation and plinth.

13 Proving and laying cement concrete Grade M20 C.C.1:1.5:3(1 374.00 Cmt. 5294.55

Cement:1.5 Coarse Sand:3 stone agg 20mm nominal size) for CC road

and curring etc. comp. incl. cost of form work. Finishing the cement

concrete road by Tri-mix process inclusive of labour charges for trimix

vacume dewatering process on cement conc. road by using vacume

dewatering pump, surface floater, including chanelling and making

grooves & rough finish to surface, providing expansion join, construction

joint incl. filling the joint with asphalt filler as per direction by engineer

in charge as per specification.

14 Providing TMT Bar FE 500D reinforcement for R.C.C. work including 8676.00 Kg. 77.29

bending, binding and placing in position complete upto floor two level

15 Excavation for foundation in sand, gravel, clay soft soils and murrum etc. 178.00 Cmt. 324.51

including shoring, strutting dewatering as necessary and disposing of the

excavated stuff as directed.(A) Depth upto 3.0 M. and lead upto 100m

16 Providing and filling in foundation with ordinary cement concret M150 141.80 Cmt. 3697.13

mix and providing necessary vetical pin headers including formwork

vibrating ramming and curing complete.

17 Providing the diversion by proper means e.i. In proper grade, camber 105.00 Rmt. 1203.99

and approach etc. for easy passing of trafic incl. Providing neccesary sign

board, making etc.and maintaining the same during the period of work

up to complition of work.

18 Providing and fixing ordinary kilometer stone of pre-cast c.c. 1:2:4 1.00 No. 704.33

including necessary reinfor- cement as per I.R.C. type design fixing in

C.C. 1:4:8 including letter and paints etc. complete.

19 Providing and fixing hectometer as per I.R.C. type design including 3.00 No. 356.50

painting,lettering etc. complete. (ii) Fixing in C.C. 1:5:10

20 Providing fixing indicator stone of approved stone as per I.R.C. type 28.00 No. 343.27

design in c.c. 1:4:8 including white washing etc. complete. (ii) Fixing in

It.No. Description of Item ( with brief specification and reference to book of Quantity Unit Rate in Amount

specifications) Figures

21 Facility Informatory Sign :-Providing and fixing sign boards with logo of 1.00 No. 3990.64

MMGSY made out of 2mm aluminium sheet / 4mm 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 sheeting.

22 Cautionary Warning Sign :-Providing and fixing sign boards made out of 1.00 No. 5077.27

2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size

x 90 x 90 cms. equilateral triangle 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 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 45 x 45 x

Cms. for each leg.including excavation, curing etc.complete under the

supervision of engineer in charge. A warranty for 10 years for the Retro

reflective sheeting from original manufacturer & a certified copy of

year outdoor exposure test report from third party test lab for the

product offered shall be submitted by contractor. (A) Class-C Type-11

Retro Reflective sheeting

23 Give Way Sign :-Providing and fixing sign boards made out of 2mm 1.00 No. 3906.19

aluminium sheet / 4mm ACP (Aluminum composite Panel); size 90 x 90 x

90 cms. equilateral triangle 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

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

year outdoor exposure test report from third party test lab for the

It.No. Description of Item ( with brief specification and reference to book of Quantity Unit Rate in Amount

specifications) Figures

24 Direction sign (Junction board):-Providing and fixing sing boards made 1.00 No. 14831.71

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 x 45 x 60cms. for each leg. including excavation

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

Engineer Grade(VR).

25 STOP Sign :-Providing and fixing sign boards made out of 2mm 2.00 No. 6704.36

aluminium sheet / 4mm ACP (Aluminum composite Panel); size 90 cms.

Octagonal 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

26 Village name Sign :-Providing and fixing sign boards made out of 2mm 1.00 No. 6397.43

aluminium sheet / 4mm ACP (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 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

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 put to tender Rs.58,33,100.03 Estimated amount put to tender Rs.58,33,100.03

Deduct …………………..% below Add …………………..% Above

It.No. Description of Item ( with brief specification and reference to book of Quantity Unit Rate in Amount

specifications) Figures

Executive Engineer

R & B Panchayat Division

Signature of the Contractor. Bhuj - Kachchh