Road

BILL OF QUANTITIES

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

No. of Specification) Figures

1 Providing, laying, spreading and compacting stone aggregates of 66.90 One 1369.99

45 to 90mm sizes with average lead to water bound macadam Cum

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/binding materials to fill-up the interstices of coarse

aggregate, wateringand compacting to the required density

grading as per TechnicalSpecification Clause 405. By Manual

2 Rolling and Watering of earthwork in layers with vibratory roller 178.00 One 22.96

including filling in depression which occur during the process as Cum

3 Earth work for embankment including breaking clods, dressing 178.00 One 169.28

with all lead and lift.(Excluding watering and consolidation) Cum

Selected soil From borrow area within Land width from 3.00 km.

lead , Executed with machineries.(Selected soil to be used For

earthwork shall be From BORROW AREA only having CBR not

less than 6.00%

4 Excavation for foundation in sand, gravel, clay soft soils and 599.00 One 511.11

murrum etc. including shoring, strutting dewatering as necessary Cum

and disposing of the excavated stuff as directed.(A) Depth upto

5 Excavation of foundation in hard murrum and boulders and very 105.00 One 611.32

stiff or sticky clays and other similar strata including shorting out Cum

and struting and dewatering as necessary and disposing of the

excavated stuff as directed.

6 Excavation in large boulders and soft rock by welding including 305.00 One 716.55

shoring, strutting and dewatering as necessary and disposing of Cum

the excavated stuff as directed,

7 Excavation in hard rock by dry-wet blasting and chiseling 44.90 One 1675.31

including dewatering preparing foundation base by proper Cum

benching and stepping and disposing of the excavated stuff as

directed (B) Prohibited Blasting prohibited.

8 Providing and fixing Mild steel dowel bar of minimum 32mm dia. 69.00 One 450.07

For anchoring by drilling holes in foundation strata including Rmt.

necessary bending, hooking of dowel bars and grouting the holes

complete as per detailed drawing and as directed.

9 Providing and laying rubble for apron (Each stone weighting not 130.60 One 1083.81

less than 40kg) including and packing and filling in the interstices Cum

with quarry spalls.

10 Providing and casting in situ ordinary cement concrete M-150 mix 448.10 One 3921.64

and providing necessary pin headers including shuttering, Cum

scafilding, laying vibrating, curing and finishing complete

Without V-Grooves. (A) Height from 0.0 m to 5.0m for Foundation

11 Steps of Returns

Providing and filling in foundation with ordinary cement concrete 125.80 One 3345.58

M-10 mix and providing necessary vertical pin headers incl. Cum

Formwork, vibrating, ramming and curing complete.

12 Providing and casting in situ controlled cement concrete M-20 for 123.50 One 5227.36

R.C.C. work in Pier, Abutment, Return & Riding Return as per Cum

drawings including centering shuttering, scaffolding where

necessary, laying vibrating, curing and finishing complete. (A)

Height from 0.0 to 5.0 M. (1) Piers (2)Abutment (3) RCC return

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

No. of Specification) Figures

13 Providing and casting in situ Controlled Cement Concrete M-25 152.90 One 4726.17

for R.C.C. Raft and cut-off walls including neccesary shuttering Cum

laying, vibrating ramming of curing complete.

14 Providing and casting in situ Contolled Cement concrete M 20 16.10 One 5307.46

mix for R.C.C. works in pier cap, abutment cap, and dirt wall Cum

including controlled cement concrete M 25 bed block or pedestals

for required size below bearings as per detailed drawings,

centering, shuttering, scaffolding wherever necessary laying,

vibrating, curing and finishing complete.

15 Providing and casting in situ Controlled cement concrete M 25 for 125.40 One 5457.74

R.C.C. Solid slab including centering, scaffolding, curing and Cum

finishing complete.

16 Providing and casting in situ Contolled cement concrete- M-20 for 50.50 One 5300.56

various wearing coat laid as directed incuding. tamping, Cum

vibrating, finishing, curring and filling in joints with bitumen

17 Providing and casting in situ Contolled cement concrete- M-20 25.10 One 5158.72

for Approach slab including formwork, curing and finishing Cum

18 Providing and casting in situ Controlled cement concrete- M-20 6.30 One 4869.02

Kerb/Kerb blocks including formwork,curing and finishing Cum

19 Providing and laying weep hole in Aburtments, and returns by 211.00 One 102.84

using PVC / AC pipe of 100MM including fixing in proper grade No

and jointing the complete as per detailed specification(

20 Providing and laying filter media 600mm. thick directed at the 112.20 One 1239.35

back of abutments, returns and wing walls as per detailed Sqm

specifications.

21 Providing and fixing in position Mild steel dowel bars in pier cap 12.00 One 341.29

or abutment caps for anchorage in fixed end as per detailed No

drawings including cutting bending and welding complete.

22 Providing and fixing in position Mild steel dowel bars in pier cap 12.00 One 399.70

or abutment caps for anchorage in free end as per detailed No

drawings including cutting bending and welding complete.

23 Providing and laying in Position FE 500D TMT bar reinforcement 4.521 One 73858.69

including cutting, bending, hooking and tying complete as per MT

detailed drawings for the following (A) Piers (B) Abutments (C)

24 Providing and Fixing in position FE 500D TMT bar reinforcement 27.580 One 73243.02

including (testing of coating at plant and all taxes) cutting, MT

bending, hooking, and tying complete as per detailed drawaing

(A) RCC Solid / App. Slab /Wearing coat.

25 Construction of Precast R.C.C. railing of M 30 grade concrete 69.50 One 1664.44

having 2-tire (Row) of hand pail dimension as shown on detail Rmt.

drawing and vertical posts not to exceed 2.0m including necessary

TMT steel, formwork, painting with weateherproof paint,

supoplying of all materail, labour etc. complete as per instruction

of Engineer-in-charge.

26 Providing 12 Thick Pre-moulded asphalt filler joints as per 28.20 One 703.53

27 Providing PVC 100mm. Diameter water spouts including 52.00 One 159.37

necessary iron gratings as per drawings. No

28 Filling available excavated earth (excluding rock ) in trenches 391.00 One 136.92

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

depth consolidating each deposited layer by ramming and

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

No. of Specification) Figures

29 Dismantling the existing structure including removing and 115.90 One 930.35

stacking the dismantled materials as and where directed. RCC Cum

30 Removing all types of Hume pipes and stacking within a lead of 10.00 One 295.17

1000m including earthwork and Dismantaling of Masonary works Rmt.

as per technical Specification Clause 202.(A) Upto 600mm Dia

31 Providing and casting in situ Ordinary cement 12.40 One 3876.65

concrete M-150 for various thick Wearing coat laid as Cum

directed including tamping ,vibrating, finishing, curing and

filling in joints with bitumen complete.

32 Providing and fixing "W" type metal beam crash safety barrier 68.80 One 3198.67

comprising of single row 3 mm thick galvenized sheet to be fixed Rmt.

on ISMC 150 (150 mm x 75 mm x 5.4 mm) series channel vertical

post to be spaced 2.0 mtr c/c to be kept 1.65 mtr height including

necessary foundation, fittings with bolts, painting and Readiam

patta and required all process as per specification and as per

33 Informatory Signs:-Providing and fixing sing boards made out of 1.00 One 3856.89

2mm aluminium sheet; size 80 x 60cms. rectangle as per the design No

of IRC-67-1977 pre treated with phospheting process & acid

teching; coated with one coat of epoxyprimer and two coats of

best qualityepoxy paint; reflectorised with retro refiective sheeting

as per latest M.O.S.T. Specifications; 3.1m long stand postand

frame fabricated from suitable sizeiron angle of 35 x 35 x

3mm75x75x6mm as required; painted with best qualityepoxy

coatings in black and whitebends. the details of symbol for

eachboard shall details of symbol for eachboard shall be as per the

instruction ofengineer in charge. The fixing at site shall be in 1:2:4

CC block of size 45 x45 x 60cms. for each leg. including excavation

curing tec. complete under the supervision of engineer in charge.

(A) Engineer Grade

34 Hazard Marker sign : 4.00 One 2423.74

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

sheet : size 90*30 cms. rectangle as per design / Drawing attached

(IRC). 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 35*35*3mm and

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. (A) Engineer grade

35 Providing temporary all weather and fair weather diversion 80.00 One 2413.09

suitable for traffic during the construction period of the bridge Rmt.

including providing necessary drains and all safety measures

including Earth Work, Quarry Spall, WBM, Pipe With

Maintanance red/lamps/signal at night for traffic etc. complete

36 Providing and laying PP Extruded Geogrid techgrid PP 3030 119.20 One 116.15

having sperture of 38mmx38mm. The Biaxial Geogrid shall have Sqm

tensil strength of 11kn/m @21.6kn/m 2% & 5% strain respectively

& confirm to attached specification as per direction of Engineer-in-

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

No. of Specification) Figures

37 Providing temporary all weather and fair weather diversion 60.00 One 1078.18

suitable for traffic during the construction Period of the bridge Rmt.

/Slab drain including providing necessary drains and all safety

measures including Earth Work, Quarry Spall.WBM, red lamps

signals at night for traffic etc. complete

Ninty Lakh Ninty One Thousand Six Hundred Forty One Rupees And Six 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 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 14274.31 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

Keshod-1 Junagadh