KISHANPATH

BILL OF QUANTITIES

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

No. to book of Specification) Figures

1 Clearing and grubbing of road land incl.uprooting rank 3.36 One 28455.09

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

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, 3597.00 One 157.91

dressing with all lead and lift (excluding watering and Cum

consolidation) Selected soil from borrow area within land

width from 1 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%)

3 Box cutting the road surface to proper slope and camber 162.00 One 109.41

for making a base for road work including removing the Cum

excavated stuff and depositing on the road side slopes as

directed upto 50 mt. lead

4 Earthwork in cutting in all sorts of soil and soft Murrum 6300.00 One 134.12

including conveying and spreading the suff embankment Cum

as and where directed within 200 meters from the end of

the cutting with all required lead and lift.

5 Scarifying graveled macadam or Bitumen macadam 394.00 One 41.60

surface 6cm to 10cm depth including stacking useful Sqm

materials on road side and disposing off remaining stuff.

6 WBM Grading 1 Providing, laying, spreading and 272.00 One 1585.41

compacting stone aggregates of 90 to 45mm sizes to water Cum

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 grading I as per TechnicalSpecification Clause

7 Rolling and Watering of earthwork in layers with 3616.00 One 22.95

vibratory roller including filling in depression which Cum

occur during the process as directed.

8 Providing and applying primer coat with bitumen 1125.00 One 37.26

emulsion RS on prepared surface of granular base Sqm

including clearing of road surface primer at the rate of

0.75kg/sqm using mechanical means

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

No. to book of Specification) Figures

9 Providing, laying & rolling 37.50 mm thick compacted 2231.00 One 2691.75

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

aggregates as specified and using RS-1 Emulsion for tack

coat at the rate of 2.50 Kg/10Sqm.on B.T.Surface (As per

IRC-16) and using bitumen grade VG-30 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 Drum mix plant.machineries

and equipment, tools etc. complete in accordance with the

requirement of specification.

10 Providing,laying & rolling 50 mm thick compacted 3147.00 One 2682.12

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

aggregates as specified and using RS-1 Emulsion for tack

coat at the rate of 2.50 Kg /10Sqm.on B.T.Surface (As per

IRC-16) and using bitumen grade VG-30 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 Drum mix plant, machineries

and equipment, tools etc. complete in accordance with the

requirement of specification

11 Providing and laying and rolling of 20mm thick 2333.00 One 3153.01

compacted mix seal surface with B.T.and aggregate as MT

specified using bitumen Grade VG-30 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,including flushing of sand

cum/10sqm. etc complete in accordance with the

requirement of specification

12 Excavation for foundation upto 1.5 m depth including 338.00 One 253.88

sorting out and stacking of useful materials and disposing Cum

of the excavated stuff upto 50 mt. lead. Dense or hard

13 Excavation for foundation upto 1.5m depth including 244.00 One 432.61

sorting out and stacking of useful materials and disposing Cum

of the excavated stuff upto 50 mt. lead. Hard Murrum

14 Providing and filling in foundation with ordinary cement 194.00 One 3346.19

concrete M-100 mix and providing necessary vertical pin Cum

headers incl. Formwork, vibrating, ramming and curing

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

No. to book of Specification) Figures

15 Providing and laying weep hole in Abutment and returns 131.00 One 61.46

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

and jointing the complete as per detailed specification

16 Providing and laying in Position FE 500/500D TMT bar 4.590 One 73858.69

reinforcement including cutting, bending, hooking and MT

tying complete as per detailed drawings for the following

(A) Piers (B) Abutments (C) Returns (D) Walls etc.

17 Providing and Fixing in position FE 500/500D TMT bar 3.830 One 73243.01

reinforcement including cutting, bending, hooking, and MT

tying complete as per detailed drawaing (A)RCC kerb (B)

RCC Footpath (C) RCC App. Slab (D) Wearing coat.

18 Filling available excavated earth (excluding rock ) in 582.00 One 136.91

trenches plinth sides of foundation etc. in layers not Cum

exceeding 20cm in depth consolidating each deposited

layer by ramming and watering.

19 Supplying and fixing reinforced concrete heavy duty 37.50 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

20 Supplying and fixing reinforced concrete heavy duty 62.50 One 5560.00

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)1200mm. Dia

21 Dismantling the existing structure including removing 37.00 One 930.35

and stacking the dismantled materials as and where Cum

directed. RCC Work.

22 Demolation of Brick work and stone masonary including 22.00 One 374.14

stacking of serviceble material and disposal of Cum

unserviceble materials with all lead and lift. (i) In Lime

23 Removing all types of Hume pipes and stacking within a 30.00 One 399.13

lead of 1000m including earthwork and Dismantaling of Rmt.

Masonary works as per technical Specification Clause

24 Demolition and disposal of un serviceable materials with 27.00 One 623.01

all lead and lift (ii) Un reinforced cement concrete Cum

25 Providing temporary diversion suitable for traffic during 170.00 One 708.61

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

levelling existing ground and supplying and spreading

quarry spall in layers etc. complete.

26 Providing & casting in situ ordinary cement concrete M- 725.30 One 3921.63

150 mix and providing necessary pin headers Cum

includingshuttering, scaffolding, laying, vibrating, curing

and finishing complete without V-Groves.(A) Height from

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

No. to book of Specification) Figures

27 Construction of concrete road using tremix system with 113.00 One 6302.85

20cm/15cm thick Controlled C.C. M-200 concrete mixing Cum

conplast P-211 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

28 Providing and cast in situ Controlled Cement Concrete M- 60.40 One 5300.56

200 for 75/150/200 Various thick wearing coat laid as Cum

directed incuding. tamping, vibrating, finishing, curring

and filling in joints with bitumen complete.

29 Providing and cast in situ Ordinary Cement Concrete M- 41.10 One 4364.80

200 for 75/150/200 Various thick wearing coat laid as Cum

directed incuding. tamping, vibrating, finishing, curring

and filling in joints with bitumen complete.

30 Providing and fixing Precast cement concrete Hectometer 58.00 One 356.49

as per IRC type design incl. painting, lettering etc. fixing No

31 Providing and fixing Precast cement concrete Guard stone 180.00 One 344.07

as per I.R.C. type design including white washing etc. No

complete. fixing C.C. 1:5:10

32 Providing and fixing ordinary Kilometer stone of pre- 10.00 One 704.33

cast C.C. 1:2:4 including necessary reinforcement as per No

I.R.C. type design in C..C. 1:4:8 including painting

lettering etc. complete. VR/ODR

33 Providing and fixing 5th Kilometer stone of pre-cast 1.00 One 1935.14

C.C. 1:2:4 including necessary reinforcement as per I.R.C. No

type design in C..C. 1:4:8 including painting lettering etc.

34 Providing and fixing Indicator stone of approve stone as 642.00 One 102.84

per I.R.C. type design in C.C. 1:4:8 including white No

washing etc. complete fixing in earth

35 Supplying and fixing Junction Boards of M.S. plates and 5.00 One 5236.69

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

necessary excavation painting, figuring, lettering on

boards etc. complete.

36 Providing and fixing Village name Boards as per 5.00 One 3437.59

standard I.R.C. type design of steel plate incl. painting, No

lettering etc. complete with fixing in C.C. 1:4:8 block with

necessary excavation etc. complete

37 Providing and fixing Road sign of M.S. plate and angle 12.00 One 3072.98

iron incl. painting, lettering etc. complete. fixing in C.C. No.

1:4:8 block with necessary excavation etc. complete as per

IRC type design (i) Reflective Type.

38 Providing and Fixing Flood guage post confirming to IRC 6.00 One 3045.15

67-2001 using engineering grade retro reflective sheeting No

including lettering and border as directed. For New

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

No. to book of Specification) Figures

39 Cautionary warning sign:-Providing & Fixing sign boards 6.00 One 3808.65

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

equilateral 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

40 Informatory Signs:-Providing and fixing sing boards made 2.00 One 3856.89

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

per the 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 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

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

No. to book of Specification) Figures

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

boards made out of 2mm aluminium sheet/4mm ACP No

(Aluminum 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

reflectivesheeting 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.

42 Regulatory / Mandatory Sign :-Providing and fixing sign 4.00 One 3540.12

boards made out of 2mm aluminium sheet/4mm ACP No

(Aluminum composite Panel); size 60 cms. Dia Circle 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 Quantity Unit Rate In Amount

No. to book of Specification) Figures

43 Bump Ahed sign :-Providing and fixing sign boards made 2.00 One 6397.43

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

composite Panel); size 90x60 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; 3.3mtr long stand post of

Iron Angle 75 * 75 * 6mm / 65 * NB Circular MS Pipe as

required and frame fabricated from suitable size iron

angle of 35 * 35 * 3mm painted with bestquality epoxy

coatings in black and white bends. the details of symbol 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 blockof size 45 * 45 * 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

44 Railway crossing sign :-Providing and fixing sign boards 2.00 One 5346.11

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

(Aluminum composite Panel); size 90 x 90 x 90 cms.

equilateral triangle plus 90x30cm additonal plate 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

45 Providing and fixing ordinary Kilometer stone of pre- 4.00 One 1293.38

cast C.C. 1:2:4 including necessary reinforcement as per No

I.R.C. type design in C.C. 1:4:8 including painting

lettering etc. complete. MDR

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

No. to book of Specification) Figures

Three Crore Five Lakh Seven Thousand Six Hundred Fifty Four Rupees and Fourteen 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………………….………………

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. 7519 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