Improvement of various roads of jamjodhpur Taluka Under BUJ MMGSY Yojna Package No. JAM/BUJ/MMSGY/RS/2024-25/JAMJODHPUR/P-40

Name of Work:- Improvement of various roads of jamjodhpur Taluka Under BUJ MMGSY Yojna

Package No. JAM/BUJ/MMSGY/RS/2024-25/JAMJODHPUR/P-40

Taluka : Jamjodhpur 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 1.65 Hect. 28393.03

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 12035.00 Cum. 150.00

breaking clods, dressing with all leads and

lifts (excluding watering and consolidation)

From Borrow Area within all lead.

3 Earthwork in cuting in all sorts of soil and soft 4080.00 Cum. 128.06

murrum including conveying and spreading

the stuff, embankment as and where directed

within 200meters from the end of the cutting

with all required lead and lift.

4 Earthwork for embankment including 237.00 Cum. 104.04

breaking clods, dressing with all lead and lift

(excluding watering and consolidation)(A)

From Borrow pits within land width

5 Rolling and watering of earth work in layers 13476.19 Cum. 22.48

with Vibratory roller including filling in

depressions which occur during the process

6 Providing, laying, spreading and compacting 391.00 Cum. 851.43

graded stone aggregate to wet mix macadam

as per MORTH specification including

premixing the material with water at OMC in

mechanical mixer Plant, carriage of mixed

material by tipper to site, laying in uniform

layers with Paver finisher in sub-base/base

course on a well prepared sub-base and

compacting with vibratory roller to achieve

the desired density etc comp.

7 Providing and applying hincol made or 5213.00 Sqm. 42.61

eqvivalent grade priming coat with emulsion

(SS-1) at the rate of 7.50 kg/ 10 Sq.mt.

including cost of asphalt and preparing the

surface heating, and applying etc. complete

1 of 10 DTP of MMGSY Jodhpur P-40 07-25.xls

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

specification and reference to book of figure

specifications)

8 Providing and laying and rolling 37.50mm 1277.00 MT. 2065.41

thick bituminous grouting 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.

9 Providing, laying 25mm thick compacted 584.00 MT. 2783.56

bituminous carpet considering

cmt./10Smt. Stone chips for one M.ton as per

specification, using the asphalt at rate

Kg/M.ton (i.e. 3.36% by weight of total mix) for

mixing and asphalt for tack coat at rate

Kg/ 10sq.mt. including heating and mixing the

asphalt and stone aggregates by continuous

batching of drum mix plant and transporting

and spreading the same by paver finisher and

consoli-dation with vibratory roller with

necessary equipments oil, kerosene, fire

wood labour charges etc comp.with

contractor's own machineries and equipment

tools etc. complete in accordance with the

10 Providing and laying 37.5 mm thick B.M. With 975.00 MT. 2757.30

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 Machinery)

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

specification and reference to book of figure

specifications)

11 Providing and laying seal coat with B.T. 304.00 MT. 3080.50

aggregate as specified using aggregate at the

rate of 0.18 Cum/ 10 Sq.Mt. and bitumen VG-

30 for mixing with aggregate at the rate of

4.5% i.e. 45.00 Kg./M.T. of total mix including

heating and mixing in drum mix plant and

spreading the same by with paver finisher and

consolidation with vibratory roller including

necessary fire wood, oil, lubricants, labour

charges using contractor's own drum mix

plant, machineries and equipment, tools etc.

complete in accordance requirement of

specification. with

12 Providing and laying seal coat with B.T. 479.00 MT. 3345.12

aggregate as specified using aggregate at the

rate of 0.27 Cum/ 10 Sq.Mt. and bitumen VG-

30 for mixing with aggregate at the rate of

5.09 % i.e. 50.90 Kg./M.T. of total mix

including heating and mixing in drum mix

plant and spreading the same by with paver

finisher and consolidation with vibratory roller

including necessary fire wood, oil, lubricants,

labour charges using contractor's own drum

mix plant, machineries and equipment, tools

etc. complete in accordance with the

requirement of specification

13 Box cutting the road surface to proper slope 725.00 Cum. 104.04

and camber for making a base for road work

including removing the excavated stuff and

depositing on the road side slope as directed

14 Providing and laying WBM of 100 mm thick 350.00 MT. 1276.64

machine crushed B.T. metal of size 40mm to

63 mm in required layers with using 21%

screening material of 6 to 10 mm size and

10% stone dust as filler including spreading

rolling watering and consolidatation by

vibratory roller etc. complete

15 Providing and filling in foundation with 256.00 Cum. 3245.56

ordinary Cement concrete M-100 mix and

providing necessary vertical pin headers

including formwork, vibrating, ramming and

curing complete.

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

specification and reference to book of figure

specifications)

16 Providing and casting in situ Controlled trimix 275.00 Cum. 5619.64

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

17 Excavation for foundation in sand, gravel, clay 151.00 Cum. 486.76

soft soils and murrum etc. including shoring,

strutting dewatering as necessary and

disposing of the excavated stuff as

directed.for any Depth and all lead .

18 Excavation for foundation in hard murrum and 472.00 Cum. 582.21

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 .

19 Excavation in large boulders and soft rock by 223.00 Cum. 682.43

welding including shoring, strutting and

dewatering as necessary and disposing of the

excavated stuff as directed.

20 Excavation in hard rock by dry-wet blasting 242.00 Cum. 820.82

and chiselling including dewatering preparing

foundation base by proper benching and

stepping and disposing of the excavated stuff

as directed.(A) General blasting

21 Providing and fixing mild steel dowel bars of 43.20 Rmt. 448.26

minimum 32mm dia. for anchoring by drilling

holes in foundation strata including necessary

bending, hooking of dowel bars and grouting

the holes complete as per detailed drawing

and as directed.

22 Providing and casting in situ ordinary cement 824.00 Cum. 4188.47

Concrete M-200 mix and providing necessary

pin headers including sguttering , saffolding

laying , vibrating , curing & finishing etc

complete without V -Groove.

23 Providing and casting in situ ordinary cement 54.00 Cum. 4767.20

concrete M-250 for R.C.C. works in pier cap

abutment cap and dirt wall including

controlled cement concrete M-250 Bed block

or pedestal or required size below bearings

as per detailed drawings, centering,

shuttering, scaffoldiring, wherever

necessary, laying vibrating curing and

finishing complete.

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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 Providing & casting in situ ordinary cement 828.00 Cum. 3893.17

concrete M-150 mix and providing necessary

pin headers including shuttering, scaffolding,

laying, vibrating, curing and finishing

complete without V-Groves. (A) Height from

25 Providing and fixing in position Mild steel 36.00 No. 339.87

dowel bars in pier caps or abutment caps for

anchorage in fixed end as per detailed

drawings including cutting, bending and

welding complete.

26 Providing and fixing in position Mild steel dowel 36.00 No. 396.27

bars in pier caps or abutments caps for

anchorage in free end as per detailed drawing

including cutting, bending and welding

27 Providing P.V.C. 100 mm diameter water 20.00 No. 159.36

spouts including necessary iron gratings as per

28 Providing & laying weep hole in Aburtments, and 360.00 No. 82.57

returns by using A.C/P.V.C. pipe of 90mm dia

including fixing in proper grade and jointing

29 Providing and casting in situ ordinary cement 300.00 Cum. 4743.97

concrete M-250 for R.C.C. solid slab including

centering, scaffolding, curing and finishing

30 Providing and casting in situ ordinarycement 38.00 Cum. 4237.42

concrete M-200 for average 100 mm thick

wearing coat laid as directed including tamping

,vibrating, finishing, curing and filling in joints

with bitumen complete.

31 Providing and casting in situ ordinary cement 14.00 Cum. 4100.06

concrete concrete M-200 for approach slab

including formwork curing and finishing

32 Providing 12mm Pre-moulded asphalt filler 42.00 Sqm. 702.12

joints as per drawings.

33 Providing and casting in situ ordinary trimix 32.00 Cum. 4554.09

cement concrete M 250 for average 200mm

thick road work aid 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.

5 of 10 DTP of MMGSY Jodhpur P-40 07-25.xls

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

specification and reference to book of figure

specifications)

34 Providing and fixing in position FE 500D TMT bar 17.80 MT. 72601.86

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) Wearing Coat.

35 Consructing of granular sub-base Gr-l by 31.00 Cum. 643.37

providing course graded B.T. machine crushed

material satisfying MOST specification of

grading I including spreading in uniform layer

with motor grader on prepared surface, mixing

by mix in place method with rotavator at OMC

and compacting with vibratory roller to achieve

the desired density etc. complete

36 Providing and laying in position FE 500D TMT 10.85 MT. 73217.52

bar reinforcement including cutting, bending,

hooking and tying complete as per detailed

37 Providing and laying - Fitter Media 600mm 103.00 Sqm. 1180.53

thick directed at the back of abutments,

returns and wing walls as per detailed

specifications.

38 Demolition including stacking of serviceable 308.00 Cum. 536.08

materilas and disposal of unserviceable

materials with all lead and lift. (i) R.C.C. work

39 Providing All Time Temporary Diversion suitable 1.00 No. 35350.00

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

with Proper Rolling and Watering, etc. done also

Providing and Fixing Diversion Sign Board as

per Directed by Engineer-in- Charge

40 Supplying and fixing reinforced concrete heavy 91.00 Rmt. 3764.27

duty non-pressure pipes with collars for culverts

including setting the pipes in C.M. 1:2 watering

and laying (to level or slopes) of class NP3 of

900mm internal daimeters with all lead.

41 Providing and fixing ordinary Kilometer stone 9.00 No. 853.34

of precast C.C. 1:2:4 including necessary

reinforcement as per I.R.C. type design in

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

42 Providing and fixing Hectometer as per I.R.C. 28.00 No. 356.49

type design including painting, lettering etc.

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

43 Providing and fixing guard stone as per I.R.C. 340.00 No. 98.62

type design including white washing etc.

complete.(i) Fixing in Earth

44 Providing and fixing Indicator stone of 286.00 No. 102.84

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

including white washing etc complete . Fixing

6 of 10 DTP of MMGSY Jodhpur P-40 07-25.xls

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

specification and reference to book of figure

specifications)

45 Village name Sign :-Providing and fixing sign 2.00 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

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

46 Hazard Marker Sign :-Providing and fixing sign 10.00 No. 3518.68

boards made out of 2.0 mm aluminium sheet / 4 mm

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

47 Supplying and fixing road sign board of M.S. 16.00 No. 3072.98

plates and angle iron including painting,

lettering etc. complete including fixing in C.C.

1:4:8 with necessary excavation etc.

complete as per I.R.C. type design.(ii)

Reflective type

7 of 10 DTP of MMGSY Jodhpur P-40 07-25.xls

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

specification and reference to book of figure

specifications)

48 Direction (Junction) Sign :-Providing and 2.00 No. 21287.50

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

49 Chevron sign :-Providing and fixing sign 24.00 Sqm. 4681.35

boards made out of 1.5mm aluminium sheet /

3mm ACP (Aluminum composite Panel); size

60x50 cm 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; 3.3 mtr long stand

post of 75 x 75 x 6mm / 65NB Circular MS Pipe

as required and frame fabricated from

suitable size iron angle of 50 x 50 x 5mm;

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 10 years for the Retro

reflective sheeting from originaa

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

8 of 10 DTP of MMGSY Jodhpur P-40 07-25.xls

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

specification and reference to book of figure

specifications)

50 Providing and hing of typical MMGSY 3.00 No. 8769.60

informatory 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 Aricle 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 regired shade and colour All

sections of framed posts and steel tubes wil

be painted with primer and two coats of epoxy

pains as per drawing Clause

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

Jamjodhpur Jamnagar.

9 of 10 DTP of MMGSY Jodhpur P-40 07-25.xls

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,

Jamjodhpur Jamnagar

10 of 10 DTP of MMGSY Jodhpur P-40 07-25.xls