Improvement of various Roads of Lalpur Taluka under SCSP-MMGSY Yojana Package No.JAM/SCSP/MMGSY/RSNP/ 2023-24/P-08 Tal: Lalpur

Name of Work :- Improvement of various Roads of Lalpur Taluka under SCSP-MMGSY Yojana

Package No.JAM/SCSP/MMGSY/RSNP/ 2023-24/P-08 Tal: Lalpur

BILL OF QUANTITIES

Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount

specification and reference to book of figure

specifications)

1 Clearing and grubbing road land including 0.50 Hect. 28455.06

uprooting rank vegetation grass bushes,

shrubs, sapling and trees girth up to

mm removal of stumps of trees cut earlier

and disposal of unserviceable materials

and stacking of serviceable material to be

use of ouctioned upto a lead of 1000mt.

including removal and disposal of top

organic soil not exceeding 150mm in

thickness (C) by Mechanical means in area

of light Jungle

2 Earthwork for embankment including 2199.00 Cum. 173.30

breaking clods, dressing with all lead and

lift (excluding watering and consolidation)

From Borrow area within all lead

3 Rolling and watering of earthwork in layers 2199.00 Cum. 23.17

with Vibratory roller including filling in

depressions which occur during the

process as directed

4 Providing and laying and rolling 37.50mm 468.00 M.T 2369.81

thick bituminous groutin with B.T.

aggregate as per Required Gradation and

using bitumen Grade VG-30 for Mixing at

the rate of 1.99% i.e. 19.90 kg/M.T. of total

mix and VG-30 for tack coat at the rate of

2.5 kg/10sq.mt on existing B.T. surface

including heating and mixing in Drum mix

plant ,trasporting spreading same by

paver finisher and consolidation by

viberated roller including necessary

firewood, oil,kerosene, lubricants all

equipments, tools, labour charges etc.

complete using contractor's own

machinary in accordance with the

requirement of specification.

1 of 9 DTP of BUJ-RSNP-P08 07-25 (Recovered)

Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount

specification and reference to book of figure

specifications)

5 Providing and laying 50.00 mm thick B.M. 624.00 MT 3013.19

With BT Aggregate VG-30 grade bitumen

for Tack coat @ 2.50 kg/10 sqm using

crushed stone aggregate 0.66 cum/ MT as

per MORTH&H Specification & VG-30

grade bitumen for mixing @35.00 Kg/1 MT

i.e. 3.5% of by weight of total mix incl.

heating and mixing by drum mix plant and

spreading the same with paver finisher

consolidation with vibratory roller

including cost of fuel, hire charges, all

necessary equipments, tools and plant, fire

wood, oil, kerosene labour changes etc

complete.( Using contractor's own

6 Providing and laying 20 mm thick average 261.00 MT 3657.22

for Mix seal surface using stone chips

@66% by weight, gradation as per MORTH

specification and using bitumin VG

grade for mixing rate not less then

50.90KG/MT on BT surface using stone

chips as per MORTH specification

including heating the ashphalt and

aggregates by hot mix plant and spreading

the same with paver finisher including

consolidation wit vibratory roller and

providing, operating plant machinaries,

equipments, tools, plants, oil, fire wood,

kerosene and all labour charges etc.

7 Box cutting the road surface to proper 552.00 Cum. 111.85

slope and camber for making a base for

road work including removing the

excavated stuff and depositing on the road

side slope as directed upto all lead.

8 Excavation in Hard Murrum for foundation 100.00 Cum. 442.91

upto any depth including sorting out

and stacking of useful materials and

disposing off the excavated stuff upto all

9 Excavation in Soft rock not required 45.00 Cum. 458.30

blasting for foundation upto any depth

including sorting out and stacking of

useful materials and disposing off the

excavated stuff upto all lead and lift.

2 of 9 DTP of BUJ-RSNP-P08 07-25 (Recovered)

Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount

specification and reference to book of figure

specifications)

10 Providing and filling in foundation with 201.00 Cum. 3362.25

ordinary Cement concrete M-100 mix and

providing necessary vertical pin headers

including formwork, vibrating, ramming

and curing complete.

11 Providing & casting in situ ordinary cement 191.00 Cum. 3938.30

concrete M-150 mix and providing

necessary pin headers including

shuttering, scaffolding, laying, vibrating,

curing and finishing complete without V-

12 Providing and casting in situ Ordinary 368.00 Cum. 4831.84

trimix cement concrete M-250 for average

200mm thick road work laid as directed

including adding super platisizer

admixture of IS make and providing and

laying M.S. side rail of road thickness with

necessary nut bolts plates fixing as per

width applying plate vibrator (electric or

diesel) on channel compressor with

vacuum dewatering system by using all

necessary equipments and materials and

machinery such as running screed vibrator

on prelaid M.S. channel for leveling,

Vacume pump, floating and power

towelling etc with filling the joints with

bitumen as directed etc complete.

13 Providing and laying in position FE 500D 1.08 MT 73858.69

TMT bar reinforcement including cutting,

bending, hooking and tying complete as

per detailed drawings for the following (A)

piers (B) Abutments (c) R.C.C Returns

14 Providing & laying weep hole in 130.00 No. 88.76

Aburtments, and returns by using A.C. /

P.V.C. pipe of 90mm including fixing in

proper grede and jointing the completed

15 Providing and fixing ordinary Kilometer 3.00 No. 704.33

stone of 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.

16 Providing and fixing Hectometer as per 8.00 No. 356.49

I.R.C. type design including painting,

lettering etc. complete.(i) Fixing in C.C.

3 of 9 DTP of BUJ-RSNP-P08 07-25 (Recovered)

Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount

specification and reference to book of figure

specifications)

17 Providing and fixing guard stone as per 200.00 No. 106.01

I.R.C. type design including white washing

etc. complete.(ii) Fixing in Earth

18 Providing and fixing indicator stone of 89.00 No. 102.84

approved stone as per I.R.C. type design in

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

complete.(ii) Fixing in Earth

19 Village name Sign :-Providing and fixing sign 3.00 No. 6397.43

boards made out of 2mm 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

20 Hazard Marker Sign :-Providing and fixing sing 14.00 No. 2423.73

boards made out of 2mm aluminium sheet; size

90 x 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)...

4 of 9 DTP of BUJ-RSNP-P08 07-25 (Recovered)

Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount

specification and reference to book of figure

specifications)

21 Cautionary Warning Sign :-Providing and fixing 12.00 No. 3906.18

sign boards made out of 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 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

5 of 9 DTP of BUJ-RSNP-P08 07-25 (Recovered)

Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount

specification and reference to book of figure

specifications)

22 Give Way Sign :-Providing and fixing sign boards 2.00 No. 3906.18

made out of 2mm aluminium sheet / 4mm ACP

(Aluminum composite Panel); size 90 x 90 x

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 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

23 STOP Sign :-Providing and fixing sign boards 2.00 No. 7213.42

made out of 2mm aluminium sheet / 4mm ACP

(Aluminum composite Panel); size 90 cms

Octagone 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 60 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 3 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

6 of 9 DTP of BUJ-RSNP-P08 07-25 (Recovered)

Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount

specification and reference to book of figure

specifications)

24 Direction (Junction) Sign :-Providing and fixing 4.00 No. 21287.50

sign boards made out of 2mm aluminium sheet /

4mm ACP (Aluminum composite Panel); size

244x122 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;

4.0mtr (2 Nos.) long stand post of Iron Angle

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 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

25 Road marking with hot applied thermoplastic 74.00 Sqm 367.72

paints with reflectorising glass beads on bitumin

surface providing and laying a hot applied

thermoplastic compound 2.5 mm thick including

reflectorising glass beads @ 250gms per sqm

area, thickness of 2.5mm is excluding of surface

applied glass beds as per IRC:35-2015. The

finished surface to be level, uniform and free

from streaks and holes. zebra patta /bump patta

lane/center line/ edge line/cut patta. The white

color marking should provide liminance

coefficinet on cemend road shalll be min

mcd/m2/lux and Asphalt road shall be min

mcd/m2/lux during the service life during the

day time. The marking should meet the

performance criteria for night time reflectivity,

wet reflectivity and skid resistance as

mentioned in the section-15 of IRC 35-2015.

Warranty for the Retro reflectivity should be two

7 of 9 DTP of BUJ-RSNP-P08 07-25 (Recovered)

Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount

specification and reference to book of figure

specifications)

26 Supplying and fixing cat eye (Stimsonite) 259.00 No. 375.72

made out from Acrilo beautile sterine

injuction high compressed molding with

reflector made of MMC (prismatic type of

size 12cm x 6cm x 2.5cm) provided with

bituminous adhesive 100g. with each unit

for fixing. (High Intensity grade)

Amount of my tender work out as under

I / We am/are willing to carry out the work at ………………………………………….. % above / below

Percent [should be written in figures and words] of the estimated rates mantioned above. Amount

of my/our tender works out as under

Estimated Amount Put to tender: Estimated Amount Put to tender:

Deduct % below Add % above

Net Rs. Net Rs.

In words : In words :

Signature of Contractor

Deputy Executive Engineer Executive Engineer

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

Jamnagar Jamnagar.

8 of 9 DTP of BUJ-RSNP-P08 07-25 (Recovered)

Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount

specification and reference to book of figure

specifications)

1) The work shall be carried out as per Public Works Department Hand Book, I.S.

Specification and other specification of the Division or as Directed.

2) All the columns in Schedule should be filled in INK and the total of the entries in the last

column should be strike out by the Contractor under his Signature.

3) Rates should include clearance of site (Prior to commencement of work and its close) in

all respect and good for work under all conditions of site moisture weather etc.

4) The Contractor shall exhibit the details of works, Tenders amount and specification as

per Govt. Circular No. TD 32772 N. Dt. 26-4-78 and as per G.R. No. TNC-9-24-C, Dt. 18-11-

91, as directed by Engineer-in-Charge of the works, on board at site of the work.

5) Contractor shall even "NIL" percentage, if no deduction is offered.

6) Testing of materials shall be as per statement attached with the specification. The

material shall be tested in GERI Bill for the testing shall be paid by the Executive Engineer

and 1% of amount put to tender after deducting the cost of materials to be supplied by

Department as per SCHEDULE 'A' at the sanctioned estimate rates from the Contractor in

Running Bills. (As per G.R.No. (R&B) TNC-1085/4/C Dt. 20-12-91 and modified ide (R&B)

Deptt. Circular No. SSR/10000092-IB-12910-C Dt. 16-10-95)

7) For R.C.C. Item where there is change of grade mix or charge as per actual mix design

the difference of cement consumption shall be deducted from rate of original item at the

rate of star rate mentioned in the tender.

8) 1% L.C. shall be deducted from the bill as per agreement.

9) Above rates are without GST .GST 18% will be paid extra on Bill Amount.

Signature of Contractor

Deputy Executive Engineer Executive Engineer

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

Jamnagar Jamnagar.

9 of 9 DTP of BUJ-RSNP-P08 07-25 (Recovered)