Road

BILL OF QUANTITIES

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

No. book of Specification)

1 Clearing and grubbing of road land incl.uprooting rank 0.14 One 28455.09

vegetation, grass, bushes, shurbs, saplings and trees girth upto Hect.

300mm removal of stumps of trees cut earlier and disposal of

unserviceable materials © By mechanical means in area of

2 Box cutting the road surface to proper slope and camber for 485.50 One 109.41

making a base for road work including removing the excavated Cum

stuff and depositing on the road side slopes as directed up to all

3 Providing and laying 150mm thick Granular sub base by 209.00 One 1080.86

providing coarse graded material grading II using B.T. M.C. Cum

metal crushed stone aggregates 26.5 mm to 4.75 mm @ 75% &

below 2.36 mm @25% having CBR not less than 25% as per table

400-2 of MORTH gradation including levelling the material at

site of work, mixing & spreading into grade and camber,

watering & consolidation at O.M.C. with vibratory roller

including cost of material, labour, etc. complete.

4 Filling available excavated earth (excluding rock ) in trenches 26.00 One 136.91

plinth sides of foundation etc. in layers not exceeding 20cm in Cum

depth consolidating each deposited layer by ramming and

5 Supplying and fixing reinforced concrete heavy duty 30.00 One 659.99

nonpressure pipes with collars for culverts including setting Rmt.

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 including stacking of serviceable materilas and 141.00 One 930.35

disposal of unserviceable materials with all lead and lift. (i) Cum

7 Providing and laying cement concrete 1:3:6 (1- Cement: 3- 68.00 One 3070.93

Coarse sand: 6-Graded brick bat aggregate 40mm normal size) Cum

and curing complete excluding cost of formwork in (A)

Foundation and Plinth.

8 Dry Lean Cement Concrete Sub- base:-Construction of dry lean 102.00 One 2938.23

cement concrete Sub- base over a prepared sub-grade with Cum

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

coarse aggregate not exceeding aggregate cement ratio not to

exceed 15.1, aggregate gradation after blending to be as per

table 25 mm, 600-1, cement content not to be less than

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 method, compacting with 8-10

tonnes vibratory roller, finishing and curing etc. complete

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

No. book of Specification)

9 Cement Concrete Pavement: Construction Of Un-Reinforced, 187.00 One 5817.35

Dowel Jointed, Plain Cement Concrete Pavement Over a Cum

Prepared Sub Base With Concrete Grade M 250, Coarse And

Fine Aggregate Conforming To IS 383, Maximum Size Of

Coarse Aggregate Not Exceeding 25mm, Mixed in 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 Continious Operation Including

Provision Of Contraction, Expantion, Construction And

Longitudnal Joints, Joint Filler, Separation Memberane, Sealant

Primer, Joint Sealant, Debonding Strip, DowelBar, Tie Bar,

Admixtures As. Approved, Curing Compound, Finishing To

Lines And grader As Directed And Approved Engineer

Incharge Etc. Complete

10 Cement Concrete Pavement: Construction Of Un-Reinforced, 83.00 One 7367.51

Dowel Jointed, Plain Cement Concrete Pavement Over a Cum

Prepared Sub Base With Concrete Grade M 300, Coarse And

Fine Aggregate Conforming To IS 383, Maximum Size Of

Coarse Aggregate Not Exceeding 25mm, Mixed in 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 Continious Operation Including

Provision Of Contraction, Expantion, Construction And

Longitudnal Joints, Joint Filler, Separation Memberane, Sealant

Primer, Joint Sealant, Debonding Strip, DowelBar, Tie Bar,

Admixtures As. Approved, Curing Compound, Finishing To

Lines And grader As Directed And Approved Engineer

Incharge Etc. Compelete

11 Providing and fixing pre-cast Rubber Dye /steel Dye inter 675.00 One 706.92

locking concrete block 60mm thick with grade of concrete M300 Sqm

pnumatic compressed / vibrated mechanically and as per

approved design Confirming to IS 15658: 2006 including 35 mm

Sand layer for levelling and filling the joint with sand in proper

line and level as per guidlines of IRC SP 63-2018 etc. Complete.

12 Supplying and fixing Junction Boards of M.S. plates and angles 2.00 One 5236.69

as per I.R.C. design incl;. Fixing in C.C. 1:4:8 with necessary No

excavation painting, figuring, lettering on boards etc. complete.

13 Road marking with hot applied thermoplastic paints with 35.00 One 367.72

reflectorising glass beads on bitumin surface providing and Sqm

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

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.

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

No. book of Specification)

14 Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks 28.00 One 326.23

Raised Pavement Markers made of polycarbonate and ABS No

moulded body and reflective panels with micro rismatic lens

capable of providing total internal reflection of the light

entering the lens face and shall support a load of 13635 kgs.

tested in accordance to ASTM D 4280 Type H and complying to

Specifications of Category A of MORTH Circular No

RW/NH/33023/10-97 DO III Dt 11.06. 1997. the height, width

and length shall not exceed 20 mm, 130 mm and 130 mm and

with minimum reflective area of 13 Sqcm on each side and the

slope to the base shall be 35+/-5 degree. The strength of

detachment of the integrated cylindrical shanks, (of diameter

not less than 19+/-2 mm and height not less than 30+/-2 mm)

from the body is to be a minimum value of 500 Kgf. Fixing will

be by drilling holes on the road for the shanks to go inside,

without nails and using epoxy resin based adhesive as per

manufacturers recommendation and The color of the marker

should be as per the IRC 35-2015 and as directed by Engineer-in-

15 Cautionary warning sign:-Providing & Fixing sign boards made 2.00 One 3808.65

out of 2mm. alluminium sheet size 90x90x90cms. equilateral No

triangle as per design of IRC-67- 1977 Pretrated with

phospheting process & acid atching : coated with one coat of

apoxy primer and two coats of best quality epoxy paint,

reflectrorised with retro reflective sheeting as per latest

MOSTspecifications. 3.1mt. lomg stand post & frame fabricated

from suitable size iron angle of 35x35x3 mm., 75x75x6mm.

required paited with best quality epoxy coatings in black and

white bends, the detail of symbols for each board shall be as per

the instruction of the engineer in charge. The fixing at site shall

be in C.C. 1:2:4 block of size 45x45x60 cms for each leg, incl.

excavation,curing etc. comp.under the supervision of Engineer -

in charge.(A) Engineer grade.

16 Village Name / Bump Ahed Sign : 1.00 One 5045.36

Providing and Fixing sign boards made out of 2mm aluminum No

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

17 Providing And Fixing Logo Board Of Suvidhapath As Standerd 2.00 One 3603.78

design Of National Rural Road Development agency Diamond No

Size 600 x 600mm, 1.50mm thick Plate & Board Size 900 x

250mm, 1.50 mm Thick M.S. Plate And 2.40 Meter Deep Length

Single Angle 75 x 75 x 6mm Size Including Fitting & Painting

Lettering With Luminous Colour As Per Drawing Including

Fixing In C.C. 1:2:4 Etc. Complete

Thirty One Lakh Seventy Four Thousand Nine Hundred Thirty Rupees And Forty Four Paisa.

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

No. book of Specification)

I \ We am \ are willing to carry out the work at ……………………… % above \ below percent ( Should be written in figures

and words ) of the estimated rate mentioned above. Amount of My \ Our tender works put as under.

* 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 51127 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

Junagadh-1 Junagadh