BUDGETTED

Name of Work :- Resurfacing & Stregnthning of Sahera Bhadrala Khatakpur

Road Ch 0/0 To 6/0, Ta, Sahera Dist. Panchmahal

BILL OF QUANTITIES

Memorandum showing item of works to be carried out.

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

1 Box cutting the road surface to proper slope and camber for making a base 216.00 CUM 104.20

of road work including removing the excavated stuff and depositing on the

road side slopeas directed up to 50 mts. Lead.

2 Earthwork for embankment including breaking clods, dressing with all lead 1040.00 CUM 169.44

and lift and including watering rolling and consolidation of subgrade in

layers at O.M.C. to required dry density including filling the depression which

occur during the process using power roller 8T to 10T.(E) From Borrow area

within 3.0KM. lead

3 Construction of compacted coarsed granular sub base 200 mm thick (Grade- 72.00 CUM 1269.70

Icrushed B.T materials of 53mm to 9.5mm @50%, 9.5mm to 2.36mm

@20%, Below 2.36mm @30%) by providing close graded material ,mixing

ina mechanical mix plant at OMC, carriage of a mix material to work site,

spreading uniform layers with motor grader on prepared surface and

compacting with vibratory power roller to achieve desire density , complete

4 Providing and laying compacted 150 mm thick WBM of Grading-I MCBT 54.00 CUM 1238.26

metal of size 63 mm to 45 mm in required layers including using 16% stone

screening 13.2 mm size and 8% stone dust as filler including spreading

watering & consolidation by vibratory roller etc. as per MoRTH Specification

compelete as directed by Engineer - in - Charge.

5 Providing and laying compacted 150 mm thick WBM of Grading-II MCBT 54.00 CUM 1243.31

metal of size 53 to 22.4 mm in required layers including using 24% stone

screening 11.2 mm size and 8% stone dust as filler including spreading

watering & consolidation by vibratory roller etc. as per MoRTH Specification

compelete as directed by Engineer - in - Charge.

6 Providing and laying wet mix base course macadam 125 mm in 45.00 CUM 1267.91

single layer using machine crushed chips as per required gradation mixing

with required optimum quantity of water conveying the mix to site

and spreading to grade and camber with mechanical paver

consolidation by vibratory roller including material, labour, plant and

machinery and equipment etc. complete.

7 Providing and laying 75 mm thick compacted B.M. with B.T. aggregate as 4340.00 MT 2754.27

per MORT&H specification and Emulsion grade RS1 for tack coat at

2.5Kg./10Sq.mt.with mechanical sprayer and bitumen grade 60/70 (VG-30)

for mixing at the rate 34.0Kg/M.T. i.e.3.4% of total mix including heating the

aggregate and asphalt by drum mix plant and spreading the same by censor

paver finisher and consolidation with vibratory roller including providing all

materials, equipments, tools and plants, oil, kerosene, fire wood, labour

charges etc. complete.

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

8 Providing and Laying 25 mm thick Semi Dense Bituminous Carpet with 1520.00 MT 3388.55

B.T.aggregate as per M.O.R.T. &H. gradation and specification with on

B.T.Surface of grade (VG-30 for mixing @50.00Kg/M.T. i.e.5.0% by weigh

to f total mix including heating & mixing the aggregate and asphalt by

continuous batching of drum mix plant and spreading the same by paver

finisher and consolidation with power roller, including providing all materials

equipments, tools and plants, oil, kerosene, firewood, labour charges etc.

complete using contractor's own machineries drum mix plant and paver

9 Providing and applying primer coat with SS-1 grade bitumen emulsion on 360.00 Sqm. 62.72

prepared surface of granular base including clearing of road surface and

spraying primer at the rate of 0.75 kg per sqm using mechanical means.

10 Providing and laying Compacted Quarry Spall in side shoulder including 1740.00 CUM 725.18

carraige of material and spreading on prepared base including compacting

as per MOST Specification etc... Complete

11 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete 480.00 Sqm 686.90

block 60mm thick with grade of concrete M300 pnumatic compressed /

vibrated mechanically and as per approved design Confirming to IS 15658 :

2006 including 35 mm Sand layer for levelling and filling the joint with sand

in proper line and level as per guidlines of IRC : SP 63-2018 etc. Complete.

12 Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 including 6.00 No 1290.56

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

letter and paints etc. complete (For N.H., S.H. and M.D.R.)

13 Providing and fixing hectometer as per I.R.C type design including painting, 24.00 No 356.49

lettering etc. complete. (I) Fixing in CC

14 Providing and fixing 5th Kilometer stone of precast C.C. 1:2:4 including 1.00 No 1935.14

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

painting,lettering etc. complete (For N.H., S.H. and M.D.R.)

15 Providing and fixing guard stone as per I.R.C type design including white 262.00 No 349.10

washing etc. complete. (I) Fixing in CC

16 Hazard Marker Sign :-Providing and fixing sign boards made out of 2.0 mm 20.00 No 3518.68

aluminium sheet / 4 mm ACP (Aluminum composite Panel); size 90x30

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; 1.8mtr 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

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

17 Village name Sign :-Providing and fixing sign boards made out of 2mm 6.00 No 6397.43

aluminium sheet / 4mm ACP (Aluminum 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 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 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 7 years for the Retro reflective sheeting from

original manufacturer & a certified copy of 3 year outdoor

18 Regulatory / Mandatory Sign :-Providing and fixing sign boards made out 10.00 No 3540.12

of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size

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

years for the Retro reflective sheeting from original manufacturer & a

certified copy of 3 year outdoor exposure test report

19 Chevron sign :-Providing and fixing sign boards made out of 1.5mm 45.00 No 3711.75

aluminium sheet / 3mm ACP (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 7 years for the Retro reflective sheeting from original

manufacturer & a certified copy of 3 year outdoor exposure

20 Direction (Junction) Sign :-Providing and fixing sign boards made out of 2.00 NO 21287.50

2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size

244x122 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; 4.0mtr (2 Nos.) 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 50x50x5mm; 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

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

21 Road marking with Hot applied Thermoplast compound with reflectorising 1470.00 Sqm 367.72

glass beads on bituminous surface ad laying of hot applied thermostatic

compound 2.5mm thick including reflectorised glassbends @ 250mm

grams/sq.m. area of thickness of 2.5 mm is exclusive of surface applied

glass beads as per IRC 35.The finished surface to be level uniform and free

form streaks & holes.

22 Cautionary Warning Sign :-Providing and fixing sign boards made out of 32.00 No 3906.18

2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 90 x

90 x 90 cms. equilateral triangle 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

23 Facility Informatory Sign :-Providing and fixing sign boards made out of 4.00 No 3990.64

2mm aluminium sheet / 4mm ACP (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 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

24 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" 500.00 Rmt 3235.03

metal beam crash barrier comprising of 3 mm thick corrugated sheet metal

beam rail, 70 cm above road/ground level, fixed on ISMC series channel

vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high,

m below ground/road level, all steel parts and fitments to be galvanised by

hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam

rail to be fixed on the vertical post with a spacer of channel section 150 x

x 5 mm, 330 mm long complete as per clause 810)

25 Supplying and fixing cat eye (Stimsonite) made out from Acrilo beutile 1447.00 No 375.72

sterine injuction high compressed molding with reflector made of MMC

(prismatic type of size : 12 cm x 6 cm x 2.5 cm)provided with bituminous

adhesive 100 g. with each unit for fixing. (High Intensity grade)

26 Excavation for foundation up to1.50 mt Depth including sorting out and 1014.00 Cum 130.32

stacking of use full materials and disposing of the excavated stuff up to

mt. lead. (A) Loose of soft soil

27 Providing and cast in situ ordinary cement concrete M-150 for R.C.C. Raft 57.10 Cum 3211.99

and cut-off walls including necessary shuttering laying, vibrating, ramming

and curing complete.

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

28 Providing and Casting in situ controlled Cement Concrete M-200 for R.C.C. 380.50 Cum 4387.30

Raft and cutt-off walls including necessary shuttering laying, vibrating,

ramming and curing complete.

29 Supplying and fixing reinforced concrete heavy duty non pressure pipes 50.00 Rmt 4685.18

with collars for culverts including setting jointing the pipes in c.m. 1:2

watering and laying to level or slopes of I.S class NP-4 of 900 mm dia.

Internal dia. (More than 10 Ton)

30 Providing TMT bar FE 500D Reinforcement for RCC Work including 4942.00 Kg. 76.21

bending, binding and placing in position up to floor two level. ( More than

31 White washing with lime on wall surface (two coats) to give an even shade 146.00 Sqm. 12.08

including thoroughly brooming the surface to removed alldirt, dust mortar

drops and other foregin matter.

32 Providing temporary all weather fair diversion suitable for the traffic during 3.00 Sqm. 25250.00

construction period of the bridge including providing necessary drauns and

all safety measures including red lamps/signals at night for traffic etc.

Maintaining diversion for traffic till opening traffice on main slab drain

etc complete as per directed by engineer in charge.

33 Dismentaling the existing structure including removing and stacking the 74.19 Cum 536.08

dismentelled materials as and where directed. (B) Rubble Masonary

34 Dismentaling the existing pipe drain including removing and stacking the 37.50 Rmt 252.50

pipe as and where directed. 900 mm Dia Pipe.

35 Providing and filling in foundation with Ordinary Cement Concrete M-100 83.00 Cum 3211.99

mix and providing necessary vertical pin headers including formwork,

Vibrating, Ramming and Curing complete.

36 Providing and casting in situ controlled cement concrete M-200 for R.C.C. 934.00 Cum 4959.03

return as per 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

37 Filling available excavated earth /weathered rock in trenches, sides of 795.00 CUM 130.39

foundations etc. in layers not exceeding 20 cm in depth consolidating each

disposited layer by ramming and watering.

38 Providing and Laying wheep hole in abutment and returns by using A.C pipe 450.00 Nos 45.81

of 100mm including laying in proper grade joining the complete as per detail

39 Excavation for foundation in sand, gravel, clay soft soils & murrum etc. 195.00 Cum 571.08

including sorting and strutting and dewatering as necessary and disposing

of excavated stuff as directed. With all lead & lift.

40 Providing & filling in foundation as base course with ordinary cement 40.00 Cum 3586.18

concrete of M 15 mix and providing necessary vertical pin headers

including formwork vibrating ramming & curing complete.

41 Provision of an Reinforced cement concrete crash barrier at the edges of 40.00 Rmt 9657.60

the deck, approaches to bridge structures , constructed with M-40 grade

concrete with TMT FE-550D reinforcement conforming to IRC:21 and dowel

bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded

asphalt filler board as per the drawing having bottom size of 450mm, Top

225mm and Ht. 1100mm all locations as directed by the Engineer.

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

42 Providing and fixing in position Fe-550D TMT bar reinforcement including 11.24 MT 76878.40

cutting, bending, hooking, tying and welding complete and including forming

the cage and lowering it in position.

43 Providing and laying 22.5 cm thick Rubble Flooring laid on 10cm thick CC 53.00 Sqm 1064.94

1:2:4 in U/S & D/S Apron including filling the interstices with CC 1:2:4 as

directed by Engineer In charge.

44 Providing & laying weep hole in Abutments, and returns by using P.V.C pipe 76.00 No 91.91

of 100mm including laying in proper grade and jointing the completed as per

detailed specification.

45 Providing and laying Filter Media 600 mm Thick directed at the back of 61.00 Sq.m. 1180.34

Abutment, return and wing walls as per detailed specification.

46 Providing 12 mm thick Pre- moulded asphalt filler joints as per drawings. 7.00 Sq.m. 702.12

47 Providing temporary all weather fair diversion suitable for the traffic 1.00 No 699914.85

during construction period of the bridge including Clearing and grubbing

road land of thorny jungle, 7.00 mt wide Earthwork of Required depth,NP3-

900mm Dia pipe for drainage,Necessary diversion board ,200mm thick

GSB 5.50 mt wide,250mm thick WMM 5.5mt wide with priming coat,50

mm thick BM in 5.5 mt wide Carriageway all safety measures including red

lamps/signals at night for traffic etc. Maintaining diversion for traffic till

opening traffic on main Slab Drain/Box Culvert etc complete including

Demolition of diversion after opening of traffic on main road as per directed

by engineer in charge. As per GR

48 Providing TMT Bar FE 550 D Steel reinforcement for R.C.C Work including 6.05 MT 72601.87

bending, binding and placing in position complete for wearing coat

49 Providing and casting in situ controlled cement concrete M-300 for 83.00 CUM 5332.80

average 75 mm thick wearing coat laid as directed dincluding tamping,

vibrating, finishing, curing and fillingin joints with bitumen complete

Rs. Three Crore Thirty Four lakhs Seventy Eight Thousand Ninety Eight and Thirty Four Paisa Only.

I/We am/are willing to carry out the work @ ______________ % above/below percent (Should be written

in figures and words) of the estimated rate mentioned above. Amount of my /our tender works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

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.

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

5. The Contractor will have to submit the mix design for different grades of cement concrete at his own cost before

execution as directed and to be approved from the Engineer in charge.

6. Credit for 70% of Diversion and other dismantalled materials of amount of Rs. 512358.51 must be recovered from 1st

R.A. bill of Contractor's.

Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me and found

Executive Engineer

R & B Division,