suvidhapath

BILL OF QUANTITIES

Item Description of Item (With brief specification and Rate In

Quantity Unit Amount

No. reference to book of Specification) Figures

1 Box cutting the road surface to proper slope and 2376.00 One 109.41

camber for making a base for road work including Cum

removing the excavated stuff and depositing on the

road side slopes as directed upto 50mts. Lead

2 Earthwork in cutting in all sorts of soil and soft 378.00 One 134.13

Murrum including conveying and spreading the suff Cum

embankment as and where directed within 200 meters

from the end of the cutting with all required lead and

3 WBM Grading 1 Providing, laying, spreading and 1584.00 One 1613.44

compacting stone aggregates of 90 to 45mm sizes to Cum

water bound macadam specification including

spreading in uniform thickness, hand packing, rolling

with smooth wheel roller 80-100 kN in stages to

proper grade and camber, applying and brooming,

stone screening/bindingmaterials to fill-up the

interstices of coarse aggregate, wateringand

compacting to the required density grading I as per

TechnicalSpecification Clause 405. By Manual Means

4 Filling available excavated earth (excluding rock ) in 621.00 One 136.92

trenches plinth sides of foundation etc. in layers not Cum

exceeding 20cm in depth consolidating each deposited

layer by ramming and watering.

5 Supplying and fixing reinforced concrete heavy duty 45.00 One 659.99

nonpressure pipes with collars for culverts carrying Rmt.

heavy traffic as per IS 458-1991 specifications

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

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

internal daimeters.I)300mm. Dia.

6 Demolition and disposal of un serviceable materials 179.25 One 623.02

with all lead and lift (ii) Un reinforced cement Cum

7 Construction of dry lean cement Ready Mix concrete 792.00 One 2332.09

Sub- base over a prepared sub-grade with coarse and Cum

fine aggregate conforming to IS: 383, the size of coarse

aggregate not exceeding 25 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 220 kg/ cum, optimum moisture

content to be determined during trial length

construction, concrete strength not to be less than

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 and Rate In

Quantity Unit Amount

No. reference to book of Specification) Figures

8 Construction of un-reinforced, dowel jointed, plain 1507.00 One 6603.38

cement concrete pavement over a prepared sub base Cum

with Ready Mix concrete grade M250, coarse and fine

aggregate conforming to IS 383, 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, Sock powder,

sealant primer, joint sealant, debonding strip, dowel

bar, tie rod, admixtures as approved, curing

compound, finishing to lines and grades as per

9 Providing and fixing Precast cement concrete 5.00 One 356.50

Hectometer as per IRC type design incl. painting, No

lettering etc. fixing in C.C. 1:5:10.

10 Providing and fixing ordinary Kilometer stone of pre- 2.00 One 704.33

cast C.C. 1:2:4 including necessary reinforcement as No

per I.R.C. type design in C..C. 1:4:8 including

painting lettering etc. complete.

11 Supplying and fixing Junction Boards of M.S. plates 2.00 One 5236.70

and angles as per I.R.C. design incl;. Fixing in C.C. No

1:4:8 with necessary excavation painting, figuring,

lettering on boards etc. complete.

12 Providing and fixing Village name Boards as per 2.00 One 3437.60

standard I.R.C. type design of steel plate incl. No

painting, lettering etc. complete with fixing in C.C.

1:4:8 block with necessary excavation.

13 Providing and erecting Suvidhapath logo cum 2.00 One 6002.43

informatory retro reflectorised board as per IRC-67 No

made of engineering grade sheeting as per

specification fixed over alluminium sheeting,2mm.

thick as logo board with vertical support of M.S. angle

35x35x5 mm and lateral clearance of 100mm between

logo & informatory board and 2mm.thick M.S. plate

as information board with area exceeding 0.90 sqm.

fixed on frame of an angle 35x35x5 mm and

supported on a M.S. angle iron post 75mm x75mm x6

mm2Nos firmly fixed to the ground by means of

properly designed foundation with M 15 grade

cement concrete 45cm x45cm x60cm, below ground

level as ner drawing including naiting and installation

Item Description of Item (With brief specification and Rate In

Quantity Unit Amount

No. reference to book of Specification) Figures

14 Road marking with hot applied thermoplastic paints 337.50 One 367.72

with reflectorising glass beads on bitumin surface Sqm

providing and laying a hot applied thermoplastic

compound 2.5 mm thick including reflectorising glass

beads @ 250gms per sqm area, thickness of 2.5mm is

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

2015. The finished surface to be level, uniform and

free from streaks and holes. zebra patta/bump patta

lane/center line/ edge line/cut patta. The white color

marking should provide liminance coefficinet on

cemend road shalll be min 130 mcd/m2/lux and

Asphalt road shall be min 100 mcd/m2/lux during

the service life during the day time. The marking

should meet the performance criteria for night time

reflectivity, wet reflectivity and skid resistance as

mentioned in the section-15 of IRC 35-2015. Warranty

for the Retro reflectivity should be two years.

15 Supplying and fixing cat eye (Stimsonite) made out 225.00 One 375.72

from Acrilo beautile sterine injuction high compressed No

molding with reflector made of MMC (prismatic type

of size 12cm x 6cm x 2.5cm) provided with

bituminous adhesive 100g. with each unit for fixing.

(High Intensity grade)

16 Regulatory / Mandatory Signs 2.00 One 3439.81

Providing and Fixing sign boards made out of 2mm No

aluminum sheet : size 60 cms. diamete circle as per

design of IRC-67-1977. Pretreated with phospheting

process andmacid etching : coated with one coat of

epoxy primer and two coats of best quality epoxy

paint reflectorised with retro reflective sheeting as per

latest M.O.S.T specification: 3.1 M. long stand post

and frame fabricated from suitable size iron angle of

35*35*3mm 75*75*6mms. required: painted with best

quality epoxy coatings in black and white bends the

details of symbole 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*45*60 cms for each leg:

includingexcvation curing etc. comp.under the

supervision of engineer-in-charge. (A) Engineer grade.

Item Description of Item (With brief specification and Rate In

Quantity Unit Amount

No. reference to book of Specification) Figures

17 Village Name/Bump Ahead Sign : 4.00 One 5045.36

Providing and Fixing sign boards made out of 2mm No

aluminum sheet : size 90*60 cms. rectangle as per

design of IRC-67-1977. Pretreated with phospheting

process and acid etching : coated with one coat of

epoxy primer and two coats of best quality epoxy

paint: reflectorised with retro reflective sheeting as

per latest M.O.S.T specification: 3.1 M. long (2 nos)

stand post and frame fabricated from suitable size

iron angle of 50*50*5mm painted with best quality

epoxy coatings in black and white bends the details of

symbole 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*45*60

cms for each leg: including excvation curing etc.

comp.under the supervision of engineer-in-

charge.(B)Engineer grade

One Crore Fifty One Lakh Fifty Nine Thousand Three Hundred Eight Rupees And Fifty Nine

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

* 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.

Signature of Contractor.

Deputy Executive Engineer Executive Engineer

Panchayat R&B Sub Division Panchayat R&B Division