Suvidhapath

Name of work :- Construction Cement Concrete Roads of Amreli District Package No.RPC-

2/AMR/Suvidhapath/Normal/2025-26/P.39 Ta. Savarkundla , Dist.; Amreli.

BILL OF QUANTITIES

Item Description of Item (With brief specification Quantity Unit Rate Amount

No. and reference to book of Specification)

1 Earthwork for embankment including 24.00 One 157.91

breaking clods, dressing with all lead and lift Cum

(Excluding watering and consolidation) (A)

Selected soil should be From borrow area

with all lead and lift and should have CBR

not less than 6.00%.

2 Box cutting the road surface to proper slope 7139.00 One 109.41

and camber for making a base for road work Cum

including removing the excavated stuff and

depositing on the road side slopes as

directed upto all lead.

3 WBM Grading-1 3395.00 One 1552.10

Providing, laying, spreading and compacting Cum

stone agg. Of 90mm to 45mm size to water

bound macadam specification including

spreading in uniform thickness, hand

packing, rolling with smooth wheel roller 80-

100 KN in stage to proper grade and camber,

applying and brooming, stone

screening/binding material to fill-up the

intersties of coarse agg., watering and

compacting to the required density grading-

1 as per Technical Specification Clasue.405

By menual means.

4 Rolling and Watering of earthwork with 24.00 One 22.95

vibratory roller including filling in Cum

depression which occur during the process

and as directed.

5 Excavation for foundation upto 1.5m depth 53.00 One 253.88

including sorting out and stacking of useful Cum

materials and disposing of the excavated

stuff upto all lead. (B) Dense or hard soil.

6 Excavation for foundation upto 1.5m depth 43.00 One 432.61

including sorting out and stacking of useful Cum

materials and disposing of the excavated

stuff upto all lead. (C) Hard Murrum

Item Description of Item (With brief specification Quantity Unit Rate Amount

No. and reference to book of Specification)

7 Providing and casting in situ ordinary 110.70 One 3921.63

cement concrete M-150 mix and providing Cum

necessary pin headers including shuttering,

scafilding, laying vibrating, curing and

finishing complete Without V-Grooves For

8 Providing and filling in foundation with 30.00 One 3345.58

ordinary cement concrete M-100 mix and Cum

providing necessary vertical pin headers

incl. Formwork, vibrating, ramming and

curing complete.

9 Construction Dry lean cement concrete Sub- 2266.00 One 2163.42

base over a prepared sub-grade with coarse Cum

and fine aggregate conforming to IS: 383, the

size of coarse aggregate not exceeding

mm, aggregate cement ratio not to exceed

15:1, aggregate gradation after blending to be

as per table 600-1, cement content not to be

less than 220kg/ cum, optimum moisture

content to be determined during trial length

construction, concrete strength not to be less

than 10 Mpa at 7 days, mixed in a batching

plant, transported to site, laid with a fixed

form paver or conventional method,

compacting with 8-10 tonnes vibratory roller,

finishing and curing etc. complete.

Item Description of Item (With brief specification Quantity Unit Rate Amount

No. and reference to book of Specification)

10 Construction of un-reinforced, dowel 3608.00 One 6221.60

jointed, plain cement concrete pavement Cum

over a prepared sub base with Ready mix

cement concrete grade M-250 , coarse and

fine aggregate conforming to IS

maximum size of coarse aggregate not

exceeding 25 mm, mixed in a batching and

mixing plant as per approved mix design,

transported to site, laid with a fixed form or

slip form paver, spread, compacted and

finished in a continuous operation including

provision of contraction, expansion,

construction and longitudinal joints, joint

filler, separation membrane, sealant primer,

joint sealant, debonding strip, dowel bar, tie

rod, admixtures as approved, curing

compound, finishing to lines and grades as

11 Providing and casting in situ Contolled 25.20 One 5300.56

cement concrete- M-200 for average Cum

75/150/200mm thick wearing coat laid as

directed incuding. tamping, vibrating,

finishing, curring and filling in joints with

bitumen complete.

12 Providing and laying in Position FE - 0.720 One 73858.69

500/500D TMT bar reinforcement including MT

cutting, bending, hooking and tying

complete as per detailed drawings for the

following (A) Piers (B) Abutments (C)

Returns (D) Walls etc.

13 Providing and Fixing in position FE- 0.440 One 73243.01

500/500D TMT bar reinforcement including MT

cutting, bending, hooking, and tying

complete as per detailed drawaing (A)RCC

kerb (B) RCC Footpath (B) RCC Solid Slab/

App. Slab / Wearing coat.

14 Filling available excavated earth (excluding 604.30 One 136.91

rock ) in trenches plinth sides of foundation Cum

etc. in layers not exceeding 20cm in depth

consolidating each deposited layer by

ramming and watering.

Item Description of Item (With brief specification Quantity Unit Rate Amount

No. and reference to book of Specification)

15 Supplying and fixing reinforced concrete 20.00 One 3469.25

heavy duty non presure pipes with collars Rmt.

for culverts carrying heavy traffic as per IS

458-1991 specification including setting and

joinng the pipes in C.M. 1:2 watering and

laying (to level or slope) of I.S. Class NP-3 of

following internal diameter with all lead and

lift. (i) 900mm Dia.

16 Providing and fixing pre-cast Rubber 2320.00 One 706.93

Dye/steel Dye inter locking concrete block Sqm

60mm thick with grade of concrete M300

pnumatic compressed / vibrated

mechincally and as per approved design

confirming to IS 15658 : 2006 including

35mm sand layer for levelling and filling the

joit with sand in proper line and level as per

guidlines of IRC: SP 63-2018 etc. complete.

17 Excavation for pipe line trench for water 172.50 One 1010.00

supply,seweragre line, manhole,etc.all with Rmt.

shoring and struting if required as per

requried gradiyan and line including saffety

provision using site rail and stucking

excavated stuff including up to all requried

lead cleaning the site etc compl.for all lift

and stratta.as specified up to 1.5m

depth.200MM 6Kg\sqcm

18 Dismantling the existing structure including 44.00 One 930.35

removing and stacking the dismantled Cum

materials as and where directed. RCC Work.

19 Demolition and desposal of unserviceable 311.13 One 623.00

materials with all lead and lift. (II) Cum

Unreinforced cement concrete.

20 Demolition including stackinh of serviceable 81.50 One 1082.35

materials and desposal of unserviceable Cum

materials with all lead and lift. (II)

Reinforced cement concrete work.

21 Providing and Fixing Flood guage post 2.00 One 3045.15

confirming to IRC 67-2001 using engineering No

grade retro reflective sheeting including

lettering and border as directed. For New

Item Description of Item (With brief specification Quantity Unit Rate Amount

No. and reference to book of Specification)

22 Hazard Marker Sign :-Providing and fixing sign 2.00 One 3518.68

boards made out of 2.0 mm aluminium sheet / 4 mm No

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

23 Providing and erecting suvidhapath logo board cum 12.00 One 6002.43

unformatory retro reflectorised board as per IRC-67 No

made of eingineering grade sheeting as per

specification fixed over alluminium sheeting 2mm.

thick as pogo baord with vertical support of M.S.

angle 35x35x5 mm and leteral clearance of 10mm

between logo and informatory board and 2mm. thick

M.S plate as information board with area exceeding

0.90sqm. fixed on frame of an angle 35x35x5mm and

suported on a M.S. angle iron post 75mm x 75mm x

6mm - 2 nos firmly fixed to the ground by means of

properly designed foundation with M-15 grade

cement concrete 45cmx45cmx60xm, below ground

level as per drawing, including painting and

instalation as site.

Item Description of Item (With brief specification Quantity Unit Rate Amount

No. and reference to book of Specification)

24 Cautionary Warning Sign :-Providing and fixing sign 2.00 One 3906.18

boards made out of 2mm aluminium sheet / 4mm No

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 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

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

25 Road Marking with Hot Applied paints with 732.50 One 367.72

reflectorising glass beads on bitumin surface Sqm

providing and laying a hot applied thermoplasting

compund 2.5mm thick including reflectorising glass

beads @250 gm per sq.mtr area, thickness of 2.5mm is

excluding of surface applied glass beads as per IRC:35-

2015 the finished surface to be level, uniform and free

from streaks and holes, zebra

patta/bump/centerline/edge line/ cut patta. the

while color marking should provide liminance

coefficient on cement road shall be min.

mcd/m2/lux and asphalt road shall be min

mcd/m2/lux during the survice life during the date

the marking should meet the performanace criteria

for night time reflectivity, wet reflectivity and skid

resistance as mentioned in the section-15 of IRC 35-

2015 warranty for retroreflectivity shall be two years.

Rupees Three Crore Sixty Eight Lakh(s) Forty One Thousand Eight Hundred

Ninety Six And Paise Ninety Six Only

I \ We am \ are willing to carry out the work at ……………………… % above \ bellow

percent ( Should be written in figures and words ) of the estimated rate mentioned above.

Amount of My \ Our tender works put as under.

Item Description of Item (With brief specification Quantity Unit Rate Amount

No. and reference to book of Specification)

* Estimated Amount * Estimated Amount

Put to tender Rs…………………… Put to tender Rs……………………

Deduct……..……..% Add……..……..%

In words………………….……………… In words………………….………………

1.The Contractor shall exhibit a board with detailed specification and details of work as directed

by the Engineer-In-Charge for which no extra payment shall be made.

2.The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

3.GST and Income tax TDS will be deducted at a source while making payments of bills

4.In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per

Govt. G.R.: PRC-10/2017 Cement Consumption/16/C Date:11/05/2017 as stated in

S.O.R. therefore in R.C.C. items where there is a change as per actual mix design the cost

of difference of cement consumption have been deducted from the rate of original item at the

rate of input rate mentioned in all the tender.

NOTE: Amount Rs. 3300/-Of Dismentalled materials shall be recovered from 1st R.A. bill of Contractor at once.

Signature of Contractor.

Deputy Executive Engineer Executive Engineer

Panchayat R&B Sub Division Panchayat R&B Division

Savarkundla Amreli