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 0.08 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 Earthwork for embankment including breaking clods, dressing 1102.00 One 157.91

with all lead and lift (excluding watering and consolidation) (C) Cum

from borrow area within 1 km lead, and should have CBR not

less than 6.00%

3 Box cutting the road surface to proper slope and camber for 531.00 One 109.41

making a base for road work including removing the excavated Cum

stuff and depositing on the road side slopes as directed upto

4 Earthwork in cutting in all sorts of soil and soft Murrum 792.00 One 134.12

including conveying and spreading the suff embankment as Cum

and where directed within 200 meters from the end of the

cutting with all required lead and lift.

5 Water Bound Macadam Grading 1 (By Manual Means) 132.60 One 1277.54

Providing, laying, spreading and compacting stone aggregates Cum

of 90 to 45mm sizes to 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.

6 Water Bound Macadam Grading 2 (By Manual Means) 106.90 One 1172.71

Providing, laying, spreading and compacting stone aggregates Cum

of 63 to 45mm sizes to 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/binding

materials to fill-up the interstices of coarse aggregate, watering

and compacting to the required density .

7 Rolling of earthwork in layers with power roller including 1102.00 One 22.95

filling in depression which occur during the process and Cum

Watering of earthwork as directed.

8 Excavation for foundation upto 1.5 m depth including sorting 198.30 One 253.88

out and stacking of useful materials and disposing of the Cum

excavated stuff upto 50 meter lead. Dense or hard soil.

9 Excavation in hard rock by dry-wet blasting and chiseling 1100.10 One 1675.30

including dewatering preparing foundation base by proper Cum

benching and stepping and disposing of the excavated stuff as

directed (B) Blasting prohibited.

10 Providing and fixing Mild steel dowel bar of minimum 32mm 90.00 One 450.06

dia. For anchoring by drilling holes in foundation strata Rmt.

including necessary bending, hooking of dowel bars and

grouting the holes complete as per detailed drawing and as

11 Providing and casting in situ ordinary cement concrete M-150 838.20 One 3921.63

mix and providing necessary pin headers including shuttering, Cum

scafilding, laying vibrating, curing and finishing complete

Without V-Grooves.All Height (A) Height From 0.0 M to 5.0 M

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

No. book of Specification)

12 Providing and filling in foundation with ordinary cement 331.80 One 3345.58

concrete M-100 mix and providing necessary vertical pin Cum

headers incl. Formwork, vibrating, ramming and curing

13 Construction of concrete road using tremix system with 20 cm 252.00 One 6898.81

thick controlled C.C. M-250 concrete mixing conplast P-211 Cum

water reduction admixure @ 100ml/bag of cement and hardner

62.50ml. /bag using fixing and removing "C" channels of

required road depth levelling if placed concrte with surface

vibrator, finishing the surface with power floater and towel

tight brooming as directed with providing expantion joints

20x200mm and contraction joints 20x20mm using concrete

cutter machine etc. complete.

14 Providing and casting in situ Contolled Cement concrete M 200 44.10 One 5307.45

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

including controlled cement concrete M 250 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 250 189.90 One 5276.61

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

and finishing complete.

16 Providing and casting in situ Contolled cement concrete- M-200 15.30 One 5158.71

for Approach slab including formwork, curing and finishing Cum

17 Providing and casting in situ Controlled cement concrete- M- 10.80 One 4869.01

200 Kerb/Kerb blocks including formwork,curing and Cum

finishing complete.

18 Numbering the CD work with approved paint including all 2.00 One 58.80

materials for painting etc. complete. No.

19 Providing and laying weep hole in Abutment and returns by 48.00 One 61.46

using A.C. pipe of 100mm. Incl. fixing in proper grade and No

jointing the complete as per detailed specification

20 Providing and laying filter media 600mm. thick directed at the 72.00 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 36.00 One 341.28

cap 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 36.00 One 399.69

cap 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 11.740 One 73858.69

reinforcement including cutting, bending, hooking and tying MT

complete as per detailed drawings for the following (A) Piers

(B) Abutments (C) R.C.C. Returns

24 Providing and Fixing in position FE 500D TMT bar 25.910 One 73243.01

reinforcement including cutting, bending, and tying complete MT

as per detailed drawaing (A)RCC kerb (B) RCC Footpath (C)

RCC Approch Slab (D) Wearing coat.

25 Providing Pre-moulded asphalt filler joints as per drawings. 31.80 One 703.52

26 Providing G.I. 100mm. Diameter water spouts including 24.00 One 536.02

necessary iron gratings as per drawings. No

27 Providing flood gauge marks on sub structure as per design 9.60 One 156.33

including painting complete Sqm.

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

No. book of Specification)

28 Filling available excavated earth (excluding rock ) in trenches 915.00 One 136.91

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

depth consolidating each deposited layer by ramming and

29 Supplying and fixing reinforced concrete heavy duty 60.00 One 1968.37

nonpressure pipes with collars for culverts carrying heavy Rmt.

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)600mm.

30 Dismantling the existing structure including removing and 144.00 One 930.35

stacking the dismantled materials as and where directed. RCC Cum

31 Providing temporary all weather and fair weather diversion 190.00 One 1608.72

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

/ slab drain / Causeway / HPD etc. including all safety

measures for traffic etc.

32 Providing parapet of ordinary cement concrete M-200 as per 85.00 One 1086.62

detailed drawing with necessary reinforcement including, Rmt.

shuttering, laying vibrating and finishing to line and level

complete. (ii) Cast in situ

33 Providing and casting -in - situ controlled cement concrete 540.40 One 5227.35

M200 for R.C.C. Return as per drawings including centering Cum

shuttering, scaffolding where necessary, laying vibrating,

curing and finishing complete. A. Height from 0.0 to 5.0M (1)

Piers (2) Abutment (3) RCC return

34 Providing and cast in situ Controlled Cement Concrete M-200 176.40 One 5300.56

for average 75 mm thick wearing coat laid as directed incuding. Cum

tamping, vibrating, finishing, curring and filling in joints with

bitumen complete.

35 Citizen's Information Board- Providing and fixing of typical 1.00 One 7399.26

MMGSY information board as per instruction. Two M.S. sheets No

of 3 mm thick of 900mm x 750mm size fixed at top & bottom

duly rivetted with MS angles of 25x25x5mm thick M.S. angle

shall be welded by two vertical M.S. angle of 5mm thick to

75mm x 75mm of 12 SWG square tubes posts duly embedded in

cement concrete M-15 grade blocks of 600mm x 600mm x

750mm below ground level. The letters & figure of any shade

reflectorised with high intensity prismatic grade retro reflective

sheeting of Type-4 as per ASTM D-4956 and latest MORD

specifications; All sections of framed posts and steel tube will be

painted with primer and two coats of epoxy paints as per

drawing Clause 1701 and Annexure 1700.1 (10.16). (A) Class-B

high intensity grade retro reflective sheeting.

36 "W": Metal Beam Crash Barrier Providing and erecting a "W" 192.00 One 3723.46

metal beam crash barrier comprising of 3mm thick corrugated Rmt.

sheet metal beam rail, 70cm above road/ground level, fixed on

ISMC series channel vertical post, 150x75x5mm spaced 2m

centre to centre, 1.8m high, 1.1m below ground/road level, all

steel parts and fitments to be galvanised by hot dip process, all

fittings to confirm to IS:1367 and IS 1364, metal beam rail to be

fixed on the vertical post with a spacer of channel section

150x75x5mm, 330mm long complete.

One Crore Eighty Two Lakh Seventy Five Thousand Eight Hundred Seventy Seven Rupees And Thirty Five

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.

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

No. 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

NOTE: Amount Rs 18720 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