Road

BILL OF QUANTITIES

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

No. reference to book of Specification) Figures

1 Clearing and grubbing of road land incl.uprooting 0.05 One 28455.09

rank vegetation, grass, bushes, shurbs, saplings and Hect.

trees girth upto 300mm removal of stumps of trees

cut earlier and disposal of unserviceable materials ©

By mechanical means in area of Light jungle.

2 Earthwork for embankment including breaking clods, 545.79 One 177.91

dressing with all lead and lift and including watering Cum

rolling and consolidation of subgrade in layers at

O.M.C. to required dry density including filling the

depression which occur during the process using

power roller 8T to 10T. (E) From Borrow area within

3 Construction of sub-grade and earthen shoulders 220.50 One 177.91

using quarry spall with all lead and lift and including Cum

watering and rolling and consolidation of sub grade

in layers at OMC to required dry density including

filling the depressions which occur during the process

using power roller 8T to 10 T

4 Construction of granular Sub base with Coarse 66.38 One 1131.07

Graded Material (Grade II) (Table:- 400- 2) of 100 mm Cum

byproviding coarse graded material Metal Crushed

using size 53mm to 26.5 mm@ 27.5%, 26.5 mm to

below @ 37.5% spreading in uniform layers with

includingand mixing the material obtained from

cutting BT road by milling machine using 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

complete as per Clause 401.2 Table

5 Providing, laying, spreading and compacting stone 74.81 One 1251.32

aggregates of specific sizes to water bound macadam Cum

specification including spreading in uniform

thickness, hand packing, rolling with vibratory roller

8-10 tonnes in stages to proper grade and camber,

applying and brooming requisite type of screening/

binding Materials to fill up the interstices of coarse

aggregate, watering and compacting to the required

density.-Grading 1, Using Screening Crushable type

such as Moorum or Gravel.

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

No. reference to book of Specification) Figures

6 Excavation for foundation in sand, gravel, clay soft 1079.78 One 511.20

soils and murrum etc. including shoring, strutting Cum

dewatering as necessary and disposing of the

excavated stuff as directed.(A) Depth upto 3.0M and

lead upto 100m for 10cum

7 Providing and laying rubble for appron 150 mm thick 28.40 One 3046.30

flat stone/cement concrete block M 15 grade Cum

conforming to Section 1700 of these Specifications. It

shall be bedded on a layer of cement mortar (1 :3) of

300mm thickness as per section 2505.2 of MoRTH.

8 Providingand laying plain cement concrete in 282.02 One 3798.49

levelling course / Protection complete as per Cum

drawings and technical specifications as per sections

1500, 1700and2100 of MORTH. (M-15)

9 Providing and casting in situ Controlled cement 15.10 One 5406.30

concrete M-25 mix for average 75mm thick wearing Cum

coat laid as directed incuding. tamping, vibrating,

finishing, curring and filling in joints with bitumen

10 Providing and laying weep hole in Abutment and 236.60 One 61.50

returns by using A.C pipe of 100mm. Including No

laying in proper grade and jointing the complete as

per detailed specification

11 Providing and laying filter media 600mm. thick 263.90 One 1239.40

directed at the back of abutments, returns and wing Sqm

walls as per detailed specifications.

12 Providing and fixing in position (Thermo 31.600 One 73858.70

mechanically Treated bars) TMT Fe500D conforming MT

to IS 1786 reinforcing bars of various diameters for

Box structure , retaining wall, etc. as per detailed

designs and drawings and schedule including cutting,

bending, hooking the bars, binding with 18 SWG GI

wires with cost of all labour, materials, tools, plants,

equipments, supporting as required with all lifts and

leads etc. all complete as per specification and as

directed by Engineer

13 Providing Pre-moulded asphalt filler joints as per 20.00 One 611.10

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

No. reference to book of Specification) Figures

14 Back filling behind Abutment, wing wall and return 471.50 One 562.10

wall with selected granular material of approved Cum

quality incluiding all the materials, compacting,

labour, equipment charges, etc all complete as per

drawing and Technical Specification Section

(Percentage of fine content maximum 15%, Backfill

soil phi 30°, Density 20 kN/m3, Field compaction

95±2% modified proctor density.

15 Supplying and fixing reinforced concrete heavy duty 38.00 One 3469.26

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.(v) 900mm dia.

16 Demolition including stacking of serviceable materials 197.60 One 1082.31

and disposal of unserviceable materials with all lead Cum

and lift. RCC Work.

17 Dismantling of flexible pavements and disposal of 36.12 One 256.75

dismantled materials up to a lead of 1000 metres, Cum.

stacking serviceable and unserviceable materials

Dismantaling of Bituminous Layer

18 Dismantling of flexible pavements and disposal of 225.17 One 357.25

dismantled materials up to a lead of 1000 metres, Cum

stacking serviceable and unserviceable materials

Dismantaling of Granular Layer

19 Provding and laying plain cement concrete grade M- 39.90 One 4620.40

20 curtain wall with minimum depth below floor Cum

levelof 2m on upstream and 2.5m on downstream side

as per clause 20.1.2.3 of IRC:SP:13:2022 and section

2507.1 of MORTH specification.

20 Providing and casting in situ controlled cement 309.70 One 5333.10

concrete M-25 for R.C.C. box structure, as per Cum

drawings (pier shall be cast in single lift or as per

direction of Engineer in charge), Stem of Retaining

wall etc. using 6 mm to 20 mm machine crushed well

graded stone aggregate, sand of approved quality,

OPC 53 grade cement with contractor's own concrete

mix design etc. complete as per specification.

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

No. reference to book of Specification) Figures

21 Providing and casting in situ controlled cement 25.60 One 5333.10

concrete M-25 for Parapet Wall, as per drawings. Stem Cum

of Parapet wall etc. using 6 mm to 20 mm machine

crushed well graded stone aggregate, sand of

approved quality, OPC 53 grade cement with

contractor's own concrete mix design etc. complete as

per specification.

22 Cement Concrete Pavement-Construction of un- 82.01 One 5406.29

reinforced, dowel jointed, plain cement concrete Cum

pavement (M25) over a prepared sub base with

grade cement, coarse and fine aggregate conforming

to IS 383, maximum size of coarse aggregate not

exceeding 25 mm, transported to site, 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 per drawing

23 Providing and laying pitching on prepared surface for 80.00 One 1083.80

flexible apron including boulder laid dry complete as Cum

per drawing and Technical specifications section

24 Providing and laying Filter material underneath 244.00 One 309.80

pitching in slopes complete as per drawing and Sqm

Technical specification.

25 Providing and laying Pitching on slopes laid over 73.20 One 1138.20

prepared filter media including boulder apron laid Cum

dry in front of toe of embankment complete as per

drawing and Technical specifications.

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

No. reference to book of Specification) Figures

26 Hazard Marker Sign 4.00 One 3666.30

Providing and fixing sign boards made out of 2.0 mm No

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 Micro Prismatic Grade retro

refiectivesheeting of Type-11 as per ASTM D-4956 and

latest M.O.S.T.Specifications; 1.8mtr long stand post of

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 foreach board shall be as per theinstruction 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 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. (A)

Class-C Type-11 Retro Reflective sheeting.

Eighty One Lakh Sixty Two Thousand Two Hundred Forty Five Rupees And Forty Five Paisa

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………………….………………

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

No. reference to book of Specification) Figures

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

Junagadh-1 Junagadh