Improvement of Various roads of Lalpur Taluka Under Kishan path Yojana Package No. JAM/ KP/ 2023-24 / P-15 Taluka: Lalpur Dist.: Jamnagar.(18th Try)

Name of Work:- Improvement of Various roads of Lalpur Taluka Under Kishan path Yojana

Package No. JAM/KP/ 2023-24 /P-15 Taluka : Lalpur Dist: Jamnagar.

Road No.-1 Resurfacing of Mithoi to Join S.H. Road Ch. 0/0 to 2/00 (VR)

Road No.-2 Resurfacing of Motapanchasara tto Join SH Ch. 0/0 to 1/50 (VR)

Taluka : Lalpur Dist: Jamnagar.

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 0.80 Hect. 28455.09

uprooting 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 864.00 Cum. 173.30

breaking clods, dressing with all leads and

lifts (excluding watering and consolidation) All

Lead and lift (

3 Rolling and watering of earth work in layers 1059.00 Cum. 23.17

with Vibratory roller including filling in

depressions which occur during the process

4 Providing All Time Temporary Diversion 70.00 Rmt. 849.61

suitable for traffic during the construction

period of the Bridge / Cd Work by levelling

existing ground including earthwork for

embankment and Supplying and spreading

quarry spall in layer.

5 Scarifying gravelled macadam or bitumen 1500.00 Sqm. 42.59

macadam surface 6 cm to 10 cm.depth

including stacking useful materials on road

side and disposing off remaining stuff.

6 Providing & laying compacted WBM 100mm 309.00 Cum. 1440.43

thick Single layer as per MORTH specification

using machine crushed M.C. Metal of size

45mm to 63mm with using 0.16 Cu.m./10

Sq.m. stone screenings 6mm to 10mm

nominal size and binding materials @

0.08Cu.m./10 Sq.m. including spreading in

uniform thickness, watering and consolidation

with vibratory roller etc. complete.

7 Providing and laying and rolling 37.50mm 522.00 MT. 2447.67

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

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

specification and reference to book of figure

specifications)

8 Providing and laying 50.00 mm thick B.M. 698.00 MT. 3091.07

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

9 Providing and laying 20 mm thick average for 292.00 MT. 3735.46

Mix seal surface using stone chips @66% by

weight, gradation as per MORTH specification

and using bitumin VG 30 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.

10 Demolition including stacking of serviceable 225.00 Cum. 1108.12

materilas and disposal of unserviceable

materials with all lead and lift.(ii) In RCC work

11 Box cutting the road surface to proper slope 169.00 Cum. 111.85

and camber for making a base for road work

including removing the excavated stuff and

depositing on the road side slope as directed

12 Providing & filling in foundation with ordinary 296.00 Cum. 3362.25

cement concrete M 100 mix & providing

necessary vertical pin headers including

formwork, vibrating ramming and curing

13 Providing and casting in situ Ordinary trimix 449.40 Cum. 4883.24

cement concrete M-200 for average 150mm

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

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

specification and reference to book of figure

specifications)

14 Excavation for foundation in Hard Murrum 96.00 Cum. 442.91

upto all depth including sorting out and

stacking of useful materials and disposing off

the excavated stuff upto all lead and lift.

15 Excavation for foundation in Soft rock not 102.00 Cum. 458.30

requiring Blasting upto all depth including

sorting out and stacking of useful materials

and disposing off the excavated stuff upto all

16 Excavation for foundation in hard murrum and 35.00 Cum. 625.87

boulders and very stiff or sticky, clays and

other similar strata including shoring and

strutting and dewatering as necessary and

disposing of the excavated stuff as directed .

17 Excavation in large boulders and soft rock by 32.00 Cum. 733.62

welding including shoring, strutting and

dewatering as necessary and disposing of the

excavated stuff as directed.

18 Providing & Casting in situ ordinary cement 294.00 Cum. 3958.00

concrete m-150 mix and providing necessary

in headers including shuttering, scaffolding,

laying, vibrating, curing and finishing comp.

without V - grooves.

19 Supplying & fixing reinforced concrete heavy 53.00 Rmt. 5687.41

duty non pressure pipes with collars for

culverts including setting and joining the

pipes in C.M. 1:2 watering and laying (to level

or slope) of I.S. class NP3 (V) 1200 mm. with

20 Supplying & fixing reinforced concrete heavy 23.00 Rmt. 3596.66

duty non pressure pipes with collars for

culverts including setting and joining the

pipes in C.M. 1:2 watering and laying (to level

or slope) of I.S. class NP3 (V) 900 mm. with all

21 Providing and laying in position FE 500D TMT 2.22 MT. 66959.52

bar reinforcement including cutting, bending,

hooking and tying complete as per detailed

22 Demolition of Brick work and stone masonry 245.00 Cum. 576.30

including stacking of serviceable materilas

and disposal of unserviceable materials with

all lead and lift.(ii) In Cement Mortar.

23 Providing and fixing of flood gauge in C.C. 2.00 No. 1902.65

1:2:4 with M.S. Channels C Type of size 125 X

65 mm with web thick ness 5mm thick 1.50 mt.

long including the cutting the channels

bending one edge for hold fast including

painting with oil paint of approved brand

manufature three with one coat of primer and

marking Numbering lettering etc comp by

using radium strips at causeway deep on road

side As per Direction(Including cost of C-

Channels & Cement)

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

specification and reference to book of figure

specifications)

24 Informatrory sign :- Providing and fixing sing 4.00 No. 3856.90

board made out of 2mm aluminium sheet size

80 x 60 cms rectangle as per design of IRC-

67-1977 pre treated with phospheting

process & acid teching coated with one coat

of epoxyprimer and two coat of best quality

poxy paint reflectorised with reto refiective

sheeting as per latest M.O.S.T. Specifications

3.10 m long stand postand frame fabricated

from suitable sixe iron angle of 35 X 35 X 3mm

75 X 75 X 6 mm as required painted with best

quality poxy coating in black and white bends

the details of symbols for each board shall

details of symbol of eachboard shall be as per

the instruction of engineer in charge the fixing

at site shall be in 1:2:4 CCblock of size 45 X

X 60 cms for each leg including excavation

curiing tec complete under the of engineer in

charge (A) Engineer Grade

25 Providing and fixing ordinary Kilometer stone 6.00 No. 704.33

of approved hard stone as per I.R.C. type

design in C.C. 1:4:8 including painting and

lettering etc. complete

26 Providing and fixing Hectometer as per I.R.C. 10.00 No. 356.49

type design including painting, lettering etc.

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

27 Providing and fixing guard stone as per I.R.C. 250.00 No. 106.01

type design including white washing etc.

complete.(i) Fixing in Earth

28 Proviidng and fixing Indicator stone of 114.00 No. 102.84

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

including white washing etc complete . Fixing

29 Village name/ Bump Ahed sign :-Providing and 3.00 No. 5045.36

fixing sing boards made out of 2mm

aluminium sheet; size 90 x 60cms. 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

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)...

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

specification and reference to book of figure

specifications)

30 Hazard Marker Sign :-Providing and fixing 6.00 No. 2423.73

sign boards made out of 1.5mm aluminium

sheet / 3mm 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

31 Cautionary Warning Sign :-Providing and 8.00 No. 3906.18

fixing sign boards 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-

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

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

specification and reference to book of figure

specifications)

32 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

refiective sheeting 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

33 Direction (Junction) Sign :-Providing and 2.00 No. 14831.70

fixing 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 75 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

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

specification and reference to book of figure

specifications)

34 Providing and fixing of typical informatory 1.00 No. 8769.60

sign board with logo as per MORD

specifications and drawing . Three MS Plates

of 1.6 mm thick , top and middle plate duly

welded with MS flat iron 25 x 5mm size on

back on edges. The lower plate will be welded

with MS angle iron frame of 25mm x 25mm.

The Angle iron frame of the lower most plate

and flat iron frame of middle plate will be

welded 2 nos. 75mm x 75mm of 12 SWG sheet

tubes posts duly embedded in cement

concrete M-15 grade block of 450mm x

450mm x 600mm, 600mm below ground level.

The top most dimond plate will be welded to

middle plate by 47mm x 47mm of 12 SWG

steel plate tube. All M.S. will be stove

enameled on both sides. Lettering and

printing arrows, border etc. will be painted

with ready mixed synthetic enamel paint of

superior quality in reqired shade and colour.

All sections of framed posts and steel tubes

will be painted with primer and two coats of

epoxy pains as per drawing Clause 1701 and

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.

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

specification and reference to book of figure

specifications)

1 All work shall be carried out as per Public Works Department Handbook and other

specifications of Division or as directed.

2 All the columns is Schedule should be filled in ink and the total of the entries in the last

column should be struck by the contractor under his signature.

3 Rates quoted include clearance of site (prior commencement of work and at its close )

in all respects and hold good for work under all conditions, site, moisture, weather etc.

4 The contractor shall exhibit the board at site of work with the details of works, Tender

amount and specification as per Govt. Circular No. BBG / 3277 / 1657 / N, Dt.26-4-78

and as per G.R.No. TNC -1090-24-C, Dt.18-11-91, as directed by Engineer-in-charge of

the works, exhibit board at site of work, for which contractor is not entitiled for any

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

6 One percent of work done amount of this work shall be recovered from the contractor

payment as " Labour Cess " in terms of the Guajarat Govt. gazette extra ordinary dt.

12/12/2004 implementation of building and other construction works.(Regulation of

employment & condition of service act

7 Testing of materials shall be as per statement attched for quality control. The material

shall be tested in GERI bill for the testing charge shall be paid by the Department and

% (One percent) of amount put to tender after deduction of cost of material as per

scheule-A shall be recovered from the contractor's running Bill as per GR of R.& B.

Dept. No.TNC / 1085 / 4 / C Dt. 20-12-91 & modified R.& B. Dept. Circular No.SSR /

Signature of Contractor :

Deputy Executive Engineer Executive Engineer

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

Jamnagar Jamnagar

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