mmgsy

BILL OF QUANTITIES

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

No. reference to book of Specification) Figures

1 Clearing and grubbing of road land incl.uprooting 3.25 One 28455.09

rank vegetation, grass, bushes, shurbs, saplings and Hect.

trees girth 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, 1834.00 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

3 Box cutting the road surface to proper slope and 637.00 One 109.41

camber for making a base for road work including Cum

removing the excavated stuff and depositing on the

road side slopes as directed upto 50 mts. Lead

4 Earthwork in cutting in all sorts of soil and soft 4095.00 One 134.12

Murrum including conveying and spreading the stuff, Cum

embankment as and where dircted within 200 mts

from end of the cutting with all required lead and lift.

5 Providing, laying, spreading and compacting of 1318.00 One 423.49

Quarry spall including spreading,Rolling Watering etc Cum

with all lead of 5 Kms.

6 Scarifying graveled macadam or Bitumen macadam 484.00 One 41.60

surface 6cm to 10cm depth including stacking useful Sqm

materials on road side and disposing off remaining

7 WBM Grading 1 Providing, laying, spreading and 569.80 One 1423.62

compacting stone aggregates of 90 to 45mm sizes to Cum

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 grading I as per

TechnicalSpecification Clause

8 Rolling and Watering of earthwork in layers with 1856.00 One 22.96

vibratory roller including filling in depression which Cum

occur during the process as directed.

9 Providing and applying primer coat with bitumen 1613.00 One 37.16

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 Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

10 Providing & Laying bitumeneous grout 37.50 mm 1367.00 One 2029.28

thick using RS-1 Emulsion for tack coat at the rate of MT

2.50Kg/ 10 Sqm on WBM surface 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 complete.

11 Providing, laying & rolling 37.50 mm thick compacted 1270.00 One 2645.56

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.

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

12 Providing,laying & rolling 50 mm thick compacted 685.00 One 2615.68

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.

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

13 Providing and laying and rolling of 20mm thick 931.00 One 3096.97

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,

using drum mix plant, machineries and

equipment,tools etc. including flushing of sand

cum/10sqm. etc complete in accordance with the

requirement of specification.

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

No. reference to book of Specification) Figures

14 Providing, laying and rolling of 25mm thick using 878.00 One 2659.57

Bitumean grade of VG-30 open graded premix MT

bituminous carpet with B.T. aggregate as specified

and using RS-1 Emulsion for tack coat at the rate of

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

using bitumen for mixing with aggregate at the rate of

3.36% i.e. 33.60 Kg/M.T. of total mix including

heating and mixing in drum mix pant, spreading the

same with paver finisher and consolidation with

vibratory roller includng necessary firewood, oil

lubricants, labour charges etc. using equipment, tool

etc completed in accordance with the requirement of

15 Providing and laying seal coat using Bitumean grade 457.00 One 2839.53

of VG-30 with B.T. aggregate as specified using MT

aggregate at the rate of 0.18 cum / 10 sqm. and

bitumen for mixing with aggregate at the rate of 4.5%

i.e. 45.00 kg/ M.T. of total mix Incl. heating and

mixing in drum mix plant and spreading the same by

paver finisher and consolidation with vibratory roller

including necessary using drum mix plant,

machineries and equipment, tools etc. complete in

accordance with the requirement of specification.

16 Excavation for foundation upto 1.5 m depth 577.00 One 253.88

including sorting out and stacking of useful materials Cum

and disposing of the excavated stuff upto 50 mts.lead.

Dense or hard soil.

17 Excavation for foundation upto 1.5m depth including 477.00 One 432.61

sorting out and stacking of useful materials and Cum

disposing of the excavated stuff upto 50 mts. lead.

18 Excavation for foundation in sand, gravel, clay soft 801.00 One 511.11

soils and murrum etc. including shoring, strutting Cum

dewatering as necessary and disposing of the

excavated stuff as directed. Depth upto 3.00mt

19 Providing and laying rubble for apron (Each stone 81.30 One 1083.81

weighting not less than 40kg) including and packing Cum

and filling in the interstices with quarry spalls.

20 Providing and filling in foundation with ordinary 571.50 One 3345.58

cement concrete M-100 mix and providing necessary Cum

vertical pin headers incl. Formwork, vibrating,

ramming and curing complete.

21 Providing and cast in situ Ordinary Cement Concrete 158.80 One 4291.68

M-20 Mix and providing pin headers including Cum

shuttering scafolding, laying, vibrating, curring and

finishing complete without V-grooves (A) Height

from 0.0 M to 5.0 M

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

No. reference to book of Specification) Figures

22 Construction of concrete road using tremix system 751.00 One 6302.85

with 15cm thick controlled 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 etc. complete.

23 Providing and casting in situ Controlled Cement 194.20 One 4726.17

Concrete M-250 for R.C.C. Raft and cut-off walls Cum

including neccesary shuttering laying, vibrating

ramming of curing complete.

24 Providing and casting in situ Controlled cement 79.80 One 5457.73

concrete M-25 for R.C.C. Solid slab including Cum

centering, scaffolding, curing and finishing complete.

25 Providing and casting in situ Contolled cement 17.00 One 5158.71

concrete- M-20 for Approach slab including Cum

formwork, curing and finishing complete.

26 Providing and casting in situ Controlled cement 4.90 One 4869.01

concrete- M-200 Kerb/Kerb blocks including Cum

formwork,curing and finishing complete.

27 Providing and laying weep hole in Abutment and 722.00 One 61.47

returns by using PVC/AC pipe of 100mm. Incl. fixing No

in proper grade and jointing the complete as per

detailed specification

28 Providing and laying filter media 600mm. thick 61.00 One 1239.35

directed at the back of abutments, returns and wing Sqm

walls as per detailed specifications.

29 Providing and laying in Position FE 500/500D TMT 10.780 One 73858.69

bar reinforcement including cutting, bending, hooking MT

and tying complete as per detailed drawings for the

following (A) Piers (B) Abutments (C) R.C.C. Returns

30 Providing and Fixing in position FE 500/500D TMT 14.870 One 73243.01

bar reinforcement including cutting, bending, MT

hooking, and tying complete as per detailed drawaing

(A)RCC kerb (B) RCC Footpath (C) RCC App. Slab

(D) Wearing coat.

31 Construction of Precast R.C.C. railing of M 30 grade 58.20 One 1668.11

concrete having 2-tire (Row) of hand pail dimension Rmt.

as shown on detail 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.

32 Providing 12mm Thick Pre-moulded asphalt filler 22.00 One 703.52

joints as per drawings. Sqm

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

No. reference to book of Specification) Figures

33 Providing PVC 100mm. Diameter water spouts (weep 24.00 One 159.36

hole) including necessary iron gratings as per No

34 Filling available excavated earth (excluding rock ) in 1511.00 One 136.92

trenches plinth sides of foundation etc. in layers not Cum

exceeding 20cm in depth consolidating each deposited

layer by ramming and watering.

35 Supplying and fixing reinforced concrete heavy duty 80.00 One 3469.25

nonpressure pipes with collars for culverts carrying Rmt.

heavy 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

36 Dismantling the existing structure including removing 242.00 One 930.35

and stacking the dismantled materials as and where Cum

directed. RCC Work.

37 Demolation of Brick Work and stone masonary 10.00 One 374.14

including stacking of serviceable materials and Cum

disposal of unserviceable materials with all lead and

lift (i) Lime Mortar

38 Removing all types of Hume pipes and stacking 37.20 One 358.89

within a lead of 1000m including earthwork and Rmt.

Dismantaling of Masonary works as per technical

Specification Clause

39 Demolition and disposal of un serviceable materials 259.00 One 623.01

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

40 Providing temporary diversion suitable for traffic 60.00 One 708.61

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

by levelling existing ground and supplying and

spreading quarry spall in layers etc. complete.

41 Providing temporary all weather and fair weather 70.00 One 2420.86

diversion suitable for traffic during the construction Rmt.

Period of the bridge including providing necessary

drains and all safety measures including red lamps /

signals at night for traffic etc. complete.

42 Providing & casting in situ ordinary cement concrete 1577.10 One 3921.64

M-150 mix and providing necessary pin headers Cum

includingshuttering, scaffolding, laying, vibrating,

curing and finishing complete without V-Groves.(A)

Height from 0.0 M to 5.0 M

43 Providing and cast in situ Controlled Cement 75.70 One 5300.56

Concrete M-200 for average 75/150/200mm thick Cum

wearing coat laid as directed incuding. tamping,

vibrating, finishing, curring and filling in joints with

bitumen complete.

44 Providing and cast in situ Ordinary Cement Concrete 71.50 One 4364.80

M-200 75/150/200 thick wearing coat laid as directed Cum

incuding. tamping, vibrating, finishing, curring and

filling in joints with bitumen complete.

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

No. reference to book of Specification) Figures

45 Providing and placing in position FE 500D TMT Bar 23.88 One 73243.02

reinforcement including cutting, bending, hooking, MT

and tying complete as per detailed drawing. (A) Solid

Slab. / Approach Slab/ Wearing Coat

46 Providing and fixing Precast cement concrete 45.00 One 356.49

Hectometer as per IRC type design incl. painting, No

lettering etc. fixing in C.C. 1:5:10.

47 Providing and fixing Precast cement concrete Guard 270.00 One 344.07

stone as per I.R.C. type design including white No

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

48 Providing and fixing ordinary Kilometer stone of pre- 12.00 One 704.33

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

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

painting lettering etc. complete.

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

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.

50 Providing and fixing Indicator stone of approve stone 505.00 One 102.84

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

washing etc. complete fixing in earth

51 Supplying and fixing Junction Boards of M.S. plates 3.00 One 5236.69

and angles as per I.R.C. design incl;. Fixing in C.C. No

1:4:8 with necessary excavation painting, figuring,

lettering on boards etc. complete.

52 Providing and fixing Village name Boards as per 6.00 One 3437.59

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

painting, lettering etc. complete with fixing in C.C.

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

53 Providing and fixing Road sign of M.S. plate and 18.00 One 3072.98

angle iron incl. painting, lettering etc. complete. No.

fixing in C.C. 1:4:8 block with necessary excavation

etc. complete as per IRC type design (i) Reflective

54 Providing and Fixing Flood guage post confirming to 4.00 One 3045.15

IRC 67-2001 using engineering grade retro reflective No

sheeting including lettering and border as directed.

For New structure.

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

No. reference to book of Specification) Figures

55 Road marking with hot applied thermoplastic paints 475.00 One 367.72

with reflectorising glass beads on bitumin surface Sqm

providing and 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 100 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.

56 Supplying and fixing cat eye (Stimsonite) made out 313.00 One 375.72

from Acrilo beautile sterine injuction high compressed No

molding with reflector made of MMC (prismatic type

of size 12cm x 6cm x 2.5cm) provided with

bituminous adhesive 100g. with each unit for fixing.

(High Intensity grade)

57 Cautionary warning sign:-Providing & Fixing sign 4.00 One 3808.65

boards made out of 2mm. alluminium sheet size No

90x90x90cms. 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.

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

No. reference to book of Specification) Figures

58 Informatory Signs:-Providing and fixing sing boards 3.00 One 3856.89

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

rectangle as 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

59 Regulatory / Mandatory Signs 8.00 One 3439.80

Providing and Fixing sign boards made out of 2mm No

aluminum sheet : size 60 cms. diamete circle as per

design of IRC-67-1977. Pretreated with phospheting

process andmacid 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 stand post

and frame fabricated from suitable size iron angle of

35*35*3mm 75*75*6mms. required: painted with best

quality epoxy coatings in black and white bends the

details of symbole 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:

includingexcvation curing etc. comp.under the

supervision of engineer-in-charge. (A) Engineer grade.

60 Bump Ahead Sign : 8.00 One 5045.36

Providing and Fixing sign boards made out of 2mm No

aluminum 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

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

No. reference to book of Specification) Figures

61 Hazard Marker sign : 18.00 One 2423.73

Providing and Fixing sign boards made out of 2mm No

aluminum 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

62 Chevron sign :-Providing and fixing sign boards made 36.00 One 3711.75

out of 1.5mm aluminium sheet / 3mm ACP No

(Aluminum composite Panel); size 60x50cm

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;

3.3 mtr 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 of35x35x3mm;

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 x 45 x 60 Cms. for each leg

including excavation, curing etc.complete under the

supervision of engineer in charge. A warranty for

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 besubmitted by contractor. (A)

Class-B Type-4 Retro Reflective sheeting

Three Crore Ninety Two Lakh Eighty Five Thousand One Hundred Two Rupees And Sixty

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……………………

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

No. reference to book of Specification) Figures

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. 25645 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