Construction of Sethwdala Bhojabedi Virpur road to join Khodiyar temple querry area Road Ch 0/0 to 1/600 (VR-NP) Taluka Jamjodhpur under SCSP MMGSY Yojana Package No. JAM/ SCSP/ MMSGY/ NP/ 2024-25/ JAMJODHPUR /P-31.

Name of Work:- Construction of Sethwadala Bhojabedi Virpur road to join Khodiyar temple

querry area Road Ch 0/0 to 1/600 (VR-NP) Taluka Jamjodhpur under SCSP MMGSY Yojana

Package No. JAM/ SCSP/ MMSGY/ NP/ 2024-25/ JAMJODHPUR /P-31.

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 Earthwork for embankment including 1560.00 Hect. 158.55

breaking clods, dressing with all leads and

lifts (excluding watering and consolidation)

From Borrow Area within all lead.

2 Earthwork for embankment including 23.00 Cum. 111.84

breaking clods, dressing with all leads and

lifts (excluding watering and consolidation)

(A) From Borrow pits within land Width

3 Rolling and watering of earth work in layers 1621.00 Cum. 23.17

with Vibratory roller including filling in

depressions which occur during the process

4 Providing and fixing flood gauge marks of C 2.00 Nos 1979.60

angle size 100 mm x 50 mm x 6 mm thick of

length 1.50 mt. height fixed in head wall

mt. and 1.00 mt. out side with painting and

lettering as directed

5 Dismentaling the existing structure including 42.00 Cum. 952.51

removing and stacking the dismentelled

materials as and where directed. (A) R.C.C.

6 Providing & fixing mild steel dowel bars of 81.00 Rmt. 450.06

minimum 32mm dia for anchoring by drilling

holes in foundation starta including

necessary bending binding hooking of dowel

bars and grouting the complete as per

detailed drawing and as directed

7 Providing and laying WBM of machine 648.00 Cum. 876.68

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

8 Box cutting the road surface to proper slope 2472.00 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

9 Excavation for foundation in sand, gravel, 24.00 Cum. 523.28

clay soft soils and murrum etc. including

shoring, strutting dewatering as necessary

and disposing of the excavated stuff as

directed.(A) Depth upto 3.0 M. and lead upto

100m for 10 Cum

1 of 7 RDTP of MMGSY P-31 02-26(AutoRecovered).xls

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

specification and reference to book of figure

specifications)

10 Excavation for foundation in hard murrum 104.00 Cum. 625.87

and 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 .

11 Excavation in large boulders and soft rock by 37.00 Cum. 733.62

welding including shoring, strutting and

dewatering as necessary and disposing of

the excavated stuff as directed.

12 Providing & filling in foundation with ordinary 638.00 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 cement 193.00 Cum. 4013.53

concrete M-150 mix and providing necessary

pin headers including shuttering, scaffolding,

laying, vibrating, curing and finishing

complete without V-Grooves. (A) Height from

14 Providing and casting in situ Controlled trimix 1210.00 Cum. 4565.20

cement concrete M-200 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

15 Supplying & fixing reinforced concrete heavy 10.00 Rmt. 2167.46

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) 600 mm. with all

16 Supplying & fixing reinforced concrete heavy 23.00 Rmt. 3767.30

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

17 Supplying & fixing reinforced concrete heavy 67.50 Rmt. 5858.00

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

18 Providing and laying in position FE 500D TMT 1.58 MT. 73858.68

bar reinforcement including cutting, bending,

hooking and tying complete as per detailed

2 of 7 RDTP of MMGSY P-31 02-26(AutoRecovered).xls

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

specification and reference to book of figure

specifications)

19 Providing and fixing ordinary Kilometer stone 2.00 No. 853.30

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

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

lettering etc. complete

20 Providing and fixing Hectometer as per I.R.C. 11.00 No. 356.49

type design including painting, lettering etc.

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

21 Providing and fixing guard stone as per I.R.C. 105.00 No. 106.01

type design including white washing etc.

complete.(i) Fixing in Earth

22 Proviidng and fixing Indicator stone of 67.00 No. 102.84

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

including white washing etc complete . Fixing

23 Village name Sign :-Providing and fixing sign 1.00 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

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

3 of 7 RDTP of MMGSY P-31 02-26(AutoRecovered).xls

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

specification and reference to book of figure

specifications)

24 Providing and fixing of typical MMGSY 1.00 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 Angle iron frame of the lower

most plate and flat iron frame of middle plate

will be welded 2 nos. 75mm x 75mm of

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

25 Supplying and fixing road signboard of M.S. 6.00 No. 3072.98

plate 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 (i)

Reflective type

26 Providing and fixing of CItizen information 1.00 No. 8769.60

sign board 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 Annexure

4 of 7 RDTP of MMGSY P-31 02-26(AutoRecovered).xls

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

specification and reference to book of figure

specifications)

27 Providing and fixing of typical MMGSY 1.00 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 Angle iron frame of the lower

most plate and flat iron frame of middle plate

will be welded 2 nos. 75mm x 75mm of

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

28 Facility Informatory Sign :-Providing and 2.00 No. 3990.64

fixing sign boards 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

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 7 RDTP of MMGSY P-31 02-26(AutoRecovered).xls

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

specification and reference to book of figure

specifications)

29 Direction (Junction) Sign :-Providing and 1.00 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

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.

6 of 7 RDTP of MMGSY P-31 02-26(AutoRecovered).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

7 of 7 RDTP of MMGSY P-31 02-26(AutoRecovered).xls