Improvement of Kanalus Railway station road (VRNP) of Lalpur Taluka under SCSP-MMGSY Yojana Package No. JAM/SCSP/MMGSY/ RS/ NP/ 2023-24/P-13. (16th Try)

Name of Work :- Improvement of Kanalus Railway station road (VRNP) of Lalpur Taluka under

SCSP-MMGSY Yojana Package No.JAM/SCSP/MMGSY/RSNP/ 2023-24/P-13 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 0.30 Hect. 28455.07

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 99.00 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 99.00 Cum. 23.17

with Vibratory roller including filling in

depressions which occur during the

process as directed

4 Providing and laying asphalt painting on 1313.00 Sqm. 30.70

B.T. surface with bitumen VG-30 at rate

5.00Kg / 10Sq.mt. and spreading stone

dust for painting surface at rate of

5 Providing and laying and rolling 37.50mm 99.00 M.T 2379.56

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 6 DTP of BUJ-RSNP-P13 07-25

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

specification and reference to book of figure

specifications)

6 Providing and laying 50.00 mm thick B.M. 145.00 MT 3032.02

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

Providing and laying 20 mm thick Mix seal 61.00 MT 3685.49

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

8 Box cutting the road surface to proper 282.00 Cum. 104.04

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.

9 Providing and filling in foundation with 94.00 Cum. 3362.25

ordinary Cement concrete M-100 mix and

providing necessary vertical pin headers

including formwork, vibrating, ramming

and curing complete.

2 of 6 DTP of BUJ-RSNP-P13 07-25

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

specification and reference to book of figure

specifications)

10 Providing and casting in situ Ordinary 188.00 Cum. 5002.53

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.

11 Providing and fixing ordinary Kilometer 1.00 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.

12 Providing and fixing Hectometer as per 2.00 No. 356.49

I.R.C. type design including painting,

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

13 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

14 Providing and fixing indicator stone of 27.00 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

3 of 6 DTP of BUJ-RSNP-P13 07-25

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

specification and reference to book of figure

specifications)

15 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 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

16 Cautionary Warning Sign :-Providing and fixing 4.00 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

4 of 6 DTP of BUJ-RSNP-P13 07-25

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

specification and reference to book of figure

specifications)

17 Direction (Junction) Sign :-Providing and fixing 1.00 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

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.

5 of 6 DTP of BUJ-RSNP-P13 07-25

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.

6 of 6 DTP of BUJ-RSNP-P13 07-25