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 0.02 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 1763.00 One 184.25

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

Selected soil from borrow area within Land width from

required lead , executed with machineries. ( Selected Soil to be

used for earthwork shall be from borrow area only having CBR

not less than 6.00% )

3 Box cutting the road surface to proper slope and camber for 171.00 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 Providing, laying, spreading and compacting stone aggregates 468.80 One 1506.42

of 45 to 90 mm sizes water bound macadam (W.B.M) 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, watering and compacting to the required density

grading as per Technical Specification Clause 405. By

Machinary Means

5 Rolling and watering of earthwork in layers with vibratory 1109.00 One 22.96

roller including filling in depression which occur during the Cum

process as directed.

6 Providing & Laying bitumeneous grout 37.5 mm thick using 30.00 One 2146.24

Emulsion at the rate of 2.50 Kg/ 10 sqm on existing B.T. surface MT

and using B.T.chips for required gradation with the asphalt of

grade VG-30 at the rate of 1.99% i.e. 19.90 Kg./Mt by weight of

mix including heating and mixing in drum mix plant,

transporting the mix and spreading the same by paver finisher

and consolidation as per MOST specification including cost of

all Materials, fuel, labours. tools and plants etc. using

contractor's own Drum Mix Plant Etc. Complete

7 Providing & Laying bitumeneous grout 37.5 mm thick using 35.00 One 2243.08

Emulsion at the rate of 4.00 Kg/ 10 sqm on existing B.T. surface MT

and using B.T.chips for required gradation with the asphalt of

grade VG-30 at the rate of 1.99% i.e. 19.90 Kg./Mt by weight of

mix including heating and mixing in drum mix plant,

transporting the mix and spreading the same by paver finisher

and consolidation as per MOST specification including cost of

all Materials, fuel, labours, tools and plants etc. using using

contractor's own Drum Mix Plant Etc. Complete

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

No. book of Specification)

8 Providing, laying & rolling 37.50 mm thick compacted 72.00 One 2773.37

Bitumeneous Macadam (B.M.) in one layer with B.T. aggregates MT

as specified and using Emulsion at the rate of

Kg/10Sqm.on B.T.Surface (As per IRC-16) and using bitumen

for mixing with aggregate at the rate of 3.40% i.e. 34.00 kg / MT

of total mix,,, including heating and mixing in Drum mix plant

and spreading the same by Paver finisher and consolidation

with Vibratory roller including necessary including cost of Hire

charges, firewood, oil, Lubricants, labour charges, etc.by using

contractor's own Drum mix plant, machineries and equipment,

tools etc. complete in accordance with the requirement of

9 Providing and laying and rolling of compacted 20 mm thick 40.00 One 3249.77

mix seal surface with B.T.and aggregate as specified using MT

bitumen for mixing with aggregate at the rate of 5.10% i.e.

51.00kg/ M.T. of total mix, including heating and mixing in

drum mix plant and spreading the same by paver finisher and

consolidation with vibratory roller including necessary

firewood, oil, lubricants, labour charges, using contractor's own

drum mix plant, machineries and equipment, tools

etc.including flushing of sand 0.30 cum/10sqm. etc complete in

accordance with the requirement of specification

10 Excavation for foundation upto 1.5 m depth including sorting 498.00 One 198.76

out and stacking of useful materials and disposing off the Cum

excavated stuff upto 50 Meter lead. (A) Loose or soft soil.

11 Providing, laying, spreading and compacting of Hard Murrum 319.00 One 557.23

including spreading, Rolling Watering etc with all lead . Cum

12 Excavation for foundation upto 1.5 m depth including sorting 55.00 One 447.64

out and stacking of useful materials and disposing off the Cum

excavated stuff upto 50 Meter lead. (D) Soft rock not requiring

13 Excavation for foundation upto 1.5 m depth including sorting 387.00 One 253.88

out and stacking of useful materials and disposing of the Cum

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

14 Excavation for foundation upto 1.5m depth including sorting 537.00 One 432.61

out and stacking of useful materials and disposing of the Cum

excavated stuff upto 50 meter lead. Hard Murrum

15 Excavation for foundation in sand, gravel, clay soft soils and 1440.00 One 511.11

murrum etc. including shoring, strutting dewatering as Cum

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

Depth upto all and lead 3.0M lead upto 100m for 10 Cum

16 Providing and laying rubble for apron (Each stone weighting 140.40 One 1083.81

not less than 40kg) including and packing and filling in the Cum

interstices with quarry spalls.

17 Providing and cast in situ Ordinary Cement Concrete M-200 43.60 One 4364.80

for average 75/150/200mm thick wearing coat laid as directed Cum

incuding. tamping, vibrating, finishing, curring and filling in

joints with bitumen complete.

18 Providing and filling in foundation with ordinary cement 462.90 One 3346.52

concrete M-100 mix and providing necessary vertical pin Cum

headers incl. Formwork, vibrating, ramming and curing

19 Providing and cast in situ Ordinary Cement Concrete M-20 230.70 One 4291.68

Mix and providing pin headers including shuttering scafolding, Cum

laying, vibrating, curring and finishing complete with V-

grooves (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)

20 Construction of concrete road using tremix system with 20 cm 80.90 One 6089.91

thick controlled C.C. M-200 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.

21 Providing and casting in situ Controlled Cement Concrete M- 255.80 One 4726.17

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

shuttering laying, vibrating ramming of curing complete.

22 Providing and casting in situ Controlled cement concrete M 250 102.30 One 5457.73

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

and finishing complete.

23 Providing and casting in situ Contolled cement concrete- M-20 31.80 One 5158.71

for Approach slab including formwork, curing and finishing Cum

24 Providing and casting in situ Controlled cement concrete- M- 6.60 One 4869.01

200 Kerb/Kerb blocks including formwork,curing and Cum

finishing complete.

25 Providing and laying weep hole in Abutment and returns by 550.30 One 61.47

using P.V.C/ A.C. pipe of 100mm. Incl. fixing in proper grade No

and jointing the complete as per detailed specification

26 Providing and laying weep hole in Abutment and returns by 778.00 One 146.20

using P.V.C pipe of 90mm. Incl. fixing in proper grade and No

jointing the complete as per detailed specification

27 Providing and laying filter media 600mm. thick directed at the 112.00 One 1239.35

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

specifications.

28 Providing and laying in Position FE 500/ 500D TMT bar 15.899 One 73858.69

reinforcement including cutting, bending, hooking and tying MT

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

(B) Abutments (C) Returns (D) Walls / Caps/ Copings etc.

29 Providing and Fixing in position FE 500D TMT bar 36.290 One 73243.01

reinforcement including cutting, bending, hooking, and tying MT

complete as per detailed drawaing (A) Solid Slab / App. Slab/

30 Construction of Precast R.C.C. railing of M 30 grade concrete 86.10 One 1668.11

having 2-tire (Raw) 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-chargee.

31 Providing 12mm thick Pre-moulded asphalt filler joints as per 32.00 One 703.52

32 Providing PVC 100mm. Diameter water spouts (weep hole) 36.00 One 159.36

including necessary iron gratings as per drawings. No

33 Filling available excavated earth (excluding rock ) in trenches 1199.00 One 136.91

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

depth consolidating each deposited layer by ramming and

34 Supplying and fixing reinforced concrete heavy duty 115.00 One 3469.25

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)900mm. Dia

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

No. book of Specification)

35 Dismantling the existing structure including removing and 278.00 One 930.35

stacking the dismantled materials as and where directed. RCC Cum

36 Removing all types of Hume pipes and stacking within a lead of 55.10 One 399.13

1000m including earthwork and Dismantaling of Masonary Rmt.

works as per technical Specification Clause. 202 Above 600mm

to 900mm dia Hume Pipe

37 Demolition and disposal of un serviceable materials with all 9.00 One 623.01

lead and lift (ii) Un reinforced cement concrete Cum

38 Providing temporary diversion suitable for traffic during the 70.00 One 708.61

construction period of the bridge/ cd work by levelling existing Rmt.

ground and supplying and spreading quarry spall in layers etc.

39 Providing temporary all weather and fair weather diversion 170.00 One 2490.88

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,Guard

Stone, red lamps / signals at night for traffic etc. complete.

40 Providing & casting in situ ordinary cement concrete M-15 mix 2477.60 One 3921.64

and providing necessary pin headers including shuttering, Cum

scaffolding, laying, vibrating, curing and finishing complete

without V-Groves.Height from 0.0 mt. to 5.0 mt.

41 Providing and cast in situ Controlled Cement Concrete M-20 for 94.60 One 5300.56

various thickness wearing coat laid as directed incuding. Cum

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

bitumen complete.

42 Providing and Fixing Flood guage post confirming to IRC 67- 4.00 One 3045.15

2001 using engineering grade retro reflective sheeting including No

lettering and border as directed. For New structure.

43 Providing and fixing "W" type metal beam crash safety barrier 380.00 One 3198.67

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

fixed 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,

Radiam Patta and required all process as per specification and

as per drawing.

44 Cautionary warning sign:-Providing & Fixing sign boards made 4.00 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.

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

No. book of Specification)

45 Informatory Signs:-Providing and fixing sing boards made out 3.00 One 3856.89

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

design 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 of engineer 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

46 Hazard Marker sign : 10.00 One 2423.73

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. (B) Engineer grade

47 Facility Informatory Sign :-Providing and fixing sign boards 1.00 One 3990.64

made out of 2mm aluminium sheet / 4mm ACP (Aluminum No

composite Panel): size 80 x 60 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 High Intensity

Prismatic Grade retro refiectivesheeting of Type-4 as per ASTM

D-4956 and latest M.O.S.T.Specifications; 3.6mtr long stand post

of Iron Angle 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 for each board shall be

as per the instruction 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 7 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. (B)

Class-B Type-4 Retro Reflective sheeting

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

No. book of Specification)

48 Hazard Marker Sign :-Providing and fixing sign boards made 2.00 One 3518.68

out of 2.0 mm aluminium sheet / 4 mm ACP (Aluminum No

composite Panel); size 90 x 30 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 High Intensity

Prismatic Grade retro refiective sheeting of Type-4 as per ASTM

D-4956 and latest M.O.S.T. Specifications; 1.8 mtr long stand

post of Iron Angle 75 x 75 x 6 mm / 65 NB Circular MS Pipe as

required and frame fabricated from suitable size iron angle of

35 x 35 x 3 mm; painted with best quality epoxy coatings in

black and white bends.The details of symbol 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 x 45 x 60 Cms. for

each leg including excavation, curing etc.complete under the

supervision of engineer in charge.A warranty for 7 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. (B) Class B Type-4 Retro Reflective sheeting

Two Crore Fifty Three Lakh Seventy Four Thousand Four Hundred Twenty Two Rupees And Two Paisa

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 26141.31 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