Road

Bill of Quantities

QUANTITY STATEMENT

It. No. Description of item Quantity Unit Total Amount

It. No. Description of item Quantity Unit Total Amount

1 Excavation for foundation in sand, gravel, clay soft

soils and murrum etc. including shoring, strutting

dewatering as necessary and disposing of the

excavated stuff as directed.

(A) Depth upto 3.0 M. and lead upto 100m for 10 Cum

2 Providing and laying plain cement concrete in

levelling course complete as per drawings and

technical specifications as per sections 1500, 1700 and

2100 of MORTH. (M-15)

3 Providing and laying plain cement concrete grade M-

15 PCC Toe wall for toe protection i.e. to prevent the

slope pitching from sliding down, with graded

machine mixed stone aggregate from 6 mm to 40 mm

including tamping, vibrating, leveling and curing 9.695 Cmt. 3637.071

complete with all formwork, dewatering wherever

required including all materials, labours, plants,

machineries & tools, all leads and lifts, etc. complete

as per specification.

4 Providing and fixing in position (Thermo mechanically

Treated bars) TMT Fe550D FBEC conforming to IS

1786 reinforcing bars of various diameters for Box

structure , retaining wall, etc. as per detailed designs

and drawings and schedule including cutting, bending,

hooking the bars, binding with 18 SWG GI wires with

cost of all labour, materials, tools, plants, equipments,

supporting as required with all lifts and leads etc. all

complete as per specification and as directed by

The rate includes for supply, loading, unloading,

transporting to site, cutting, bending, lap length,

hooking, placing, tying in position with contractor's

own binding wire, welding, forming the cage and

lowering it in position in pile bore etc. Welding and

supporting in position to ensure lines and levels during

concreting, maintaining proper cover/ spacing, all

leads & lifts, etc. including contractor's own

equipment, labour, supervisor, taxes, machineries, etc.

complete as per drawings and specification.

QUANTITY STATEMENT

It. No. Description of item Quantity Unit Total Amount

It. No. Description of item Quantity Unit Total Amount

5 Providing fusion bonded Epoxy coating not less than

175 micron thickness and up to 300 micron to

reinforcement bars as per IS-13620-1993/ASTM-775 197.649 M.T. 9589.344

M including testing of coating at plant and all taxes

6 Providing and casting in situ controlled cement

concrete M-25 for R.C.C. box structure, as per

drawings (pier shall be cast in single lift or as per

direction of Engineer in charge), Stem of Retaining

wall etc. using 6 mm to 20 mm machine crushed well

graded stone aggregate, sand of approved quality, OPC

53 grade cement with contractor's own concrete mix

design etc. complete as per specification.

The rate is inclusive of all materials, including

necessary mixing in fully automatic batch mix plant,

transport, curing, vibrating, placing in position,

scaffolding, staging, normal shuttering, formworks,

deshuttering carefully, making good the damages,

fixing embedment, inserts, pockets, wherever

necessary, with all lead and lift with contractor's

labour, tools & plants, machineries, as required, with

including cost of fair finish form work.

7 Providing & laying weep hole in Aburtments, and

returns by using A.C. pipe of 100mm including laying

in proper grade and jointing the completed as per

detailed specification.

8 Providing and laying of Filter media 600mm thk with

granular materials/stone crushed aggregates satisfying

the requirements laid down in clause 2504.2.2. of

MoRTH specifications.

9 Back filling behind Abutment, wing wall and return

wall with selected granular material of approved

quality incluiding all the materials, compacting,

labour, equipment charges, etc all complete as per

drawing and Technical Specification Section

(Percentage of fine content maximum 15%, Backfill

soil phi 30°, Density 20 kN/m3, Field compaction

95±2% modified proctor density.

10 Providing and laying rubble for appron (each stone

weighting not less than 40Kg.) including and packing

and filing in the interestices with quarry-spalls for

QUANTITY STATEMENT

It. No. Description of item Quantity Unit Total Amount

It. No. Description of item Quantity Unit Total Amount

11 Providing and laying plain cement concrete grade M-

20 protection wall and curtain wall with minimuim

depth below floor level of 2m on upstream and 2.5m

on downstream side as per clause 20.1.2.3 of

IRC:SP:13:2004 and section 2507.1 of MORTH

12 Providing and laying rubble for appron (each stone

weighting not less than 40Kg.) including and packing

and filing in the interestices with quarry-spalls for

Flexible Apron.

13 Providing and laying of Filter media 150mm thk with

granular materials/stone crushed aggregates below

pitching on slopes satisfying the requirements laid

down in clause 2504.2.2. of MoRTH specifications.

14 Providing and laying Pitching on slopes laid over

prepared filter media including boulder apron laid dry

in front of toe of embankment complete as per drawing

and Technical specifications

15 Providing and laying rubble for soling (each stone

weighting not less than 40Kg.) including and packing

and filing in the interestices with quarry-spalls. For

rublle soling work under pcc.

16 Providing and casting in-situ Reinforced Controlled

Cement Concrete M40 grade controlled cement

concrete in Crash barrier for using 6 mm to 20 mm

machine crushed well graded stone aggregate, sand of

approved quality, OPC 53 grade cement with

contractor's own concrete mix design etc complete as

per specification.

The rate is inclusive of all materials, necessary

mixing, transport, curing, vibrating, placing in

position, scaffolding, staging, normal shuttering,

formworks, deshuttering carefully, cut-out etc in

formwork, making good the damages, fixing

embedment, inserts, pockets, wherever necessary, with

all lead and lift with contractor's labour, tools &

plants, machineries, as required, with including cost of

fair finish form work.

17 Providing and casting in situ controlled cement

concrete M-40 for average 100 mm thick wearing coat

laid as directed dincluding tamping, vibrating, 80.385 Cmt. 5547.183

finishing, curing and fillingin joints with bitumen

18 Providing Pre-moulded asphalt filler joints as per

drawings.(A) 12mm

QUANTITY STATEMENT

It. No. Description of item Quantity Unit Total Amount

It. No. Description of item Quantity Unit Total Amount

19 Providing and laying geogrid below approach slab and

in approach road portion as specified in GR No.

PRC/102020/1293/C and as mentioned in the drawings.

20 MMGSY "LOGO" Board : Providing and fixing of

MMGSY LOGO informatory sign ward with Logo as

per section 1700 of MORD specifications and

drawing. The board will be a composite unit consisting

of Two Plates of Aluminum Material specifications as

per clause 17001.3. The top most plate will be of 3mm

Aluminium sheet in diamond shape of 600x600mm

size, riveted with MS angle iron frame of

25mmx25mmx5mm size on back on edges. The Lower

plate will be of 4mm Aluminium sheet of

1100x300mm size riveted with MS angle iron frame of

25mmx25mmx5mm size on back on edges. Riveting of

all the sheets over angle and flat iron frame will be

done neatly to lave plain surface on one side. The

angle iron frame of Both the plates will be welded to a

75mm x75mmx6mm Mild steel post at Centre and this

post will be embeded in cement concrete M15 grade

block of 450x450x600mm below ground level. The

height of the bottom of the lower plate will be

1200mm from normal ground level. The spacing

letween the diamond shaped plate and Lower Plate is

kept 150mm. MMGSY logo, etters and numerals on

the ACM should be made up of Retro Reflective

sheeting of Type-1 AEGP Class-A grade as per the

latest MORD section 1700 and IRC 67-2012

specifications. Al the section of the frame and posts

shall be painted with primer and two coats of epoxy

QUANTITY STATEMENT

It. No. Description of item Quantity Unit Total Amount

It. No. Description of item Quantity Unit Total Amount

21 Citizen's information Board- Providing and fixing of

typical MMGSY information board as per instruction.

Two Aluminium sheets of 3 mm thick, of 900 mm x

750mm size fixed at top & bottom duly rivetted with

MS angles of 25 x 25 x 5 mm thick M.S angle shall be

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

mm x 75 mm of 12 SWG square tubes posts duly

embedded in cement concrete M-15 grade blocks of

600mm x 600mm x 75mm, 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.

QUANTITY STATEMENT

It. No. Description of item Quantity Unit Total Amount

It. No. Description of item Quantity Unit Total Amount

22 MMGSY Project Information Board: Providing and

fixing of typical PMGSY Project informatory sign

board with Logo as per 1700 of MORD specifications

and drawing. The board will be a composite unit

consisting of Three Plates Aluminum material

specificaitons as per clause 17001.3. The top most

plate will be of 3mm ACM in diamond shape of

600x600mm size, riveted with MS angle iron frame of

25mmx25mmx5mm size on back on edges. The

middle 4mm ACM plate of will be 1200x150mm size

riveted with MS angle iron frame of

25mmx25mmx5mm size on back on edges. The main

4mm ACM lower most plate will be 1500mmx600mm

size, riveted with MS angle iron frame of

25mmx25mmx5mm size. Riveting of all the sheets

over angle and flat iron frame will be done neatly to

have plain surface on one side. The angle iron frame

of lower most plate and flat iron frame of the middle

plate will be welded to two nos. 75mm x75mm (12

SWG) sheet tubes posts placed at 1125mm apart

centre to centre, the top of the middle plate will be

flushed with the top of 75mm dia medium steel tube

posts and these posts will be embeded in cement

concrete M15 grade block of 450x450x600mm below

ground level. The height of the bottom of the lower

plate will be 1200mm from normal ground level and

23 the bottomand

Clearing of the middleroad

grubbing plateland

be 100mmuprooting

rank vegetation grass bushes,shrubs,sapling and trees

girth up to 300 mm removal of stumps of trees cut 0.860 Hect. 28393.040

earlier and disposal of unserviceable materials (C) By

mechanical means in area of light jungle.

24 Dismantling of flexible pavements and disposal of

dismantled materials up to a lead of 1000 metres,

stacking serviceable and unserviceable materials

Dismantaling of Bituminous Layer 507.000 Cmt. 255.750

Dismantaling of Granular Layer 2018.250 Cmt. 357.250

25 Earthwork for embankment including breaking clods,

dressing with all lead and lift and including watering

rolling and consolidation of subgrade in layers at

O.M.C. to required dry density including filling the 11718.630 Cmt. 169.440

depression which occur during the process using

power roller 8T to 10T.(E) From Borrow area within

QUANTITY STATEMENT

It. No. Description of item Quantity Unit Total Amount

It. No. Description of item Quantity Unit Total Amount

26 Construction of sub-grade and earthen shoulders with

all lead and lift and including watering and rolling and

consolidation of sub grade in layers at OMC to

required dry density including filling the depressions

which occur during the process using power roller 8T

27 Granular sub base Grade 1 with black trap crushed

stone well graded material (Table-400.1) by mix in

place method construction of granular sub base by

providing black trap crushed stone well graded

material, spreading in uniform layers with motor

grader on prepared surface, mixing by mix in place

method with rotavator at OMC and compacting with

vibratory roller to achieve the desired density

complete. (As per technical specification clause-401)

for Gr-1 Material

28 Providing, laying, spreading and compacting stone

aggregates of specific sizes to water bound macadam

specification including spreading in uniform thickness,

hand packing, rolling with vibratory roller 8-10 tonnes

in stages to proper grade and camber, applying and

brooming requisite type of screening/ binding

Materials to fill up the interstices of coarse aggregate,

watering and compacting to the required density.-

Grading 1, Using Screening Crushable type such as

Moorum or Gravel.

29 Providing and laying plain cement concrete below

Cement concrete pavement complete as per drawings

and technical specifications as per sections 1500,

and 2100 of MORTH. (M-15)

30 Cement Concrete Pavement (Construction of un-

reinforced, dowel jointed, plain cement concrete

pavement over a prepared sub base with 53 grade

cement @ 380 kg per cum, coarse and fine aggregate

conforming to IS 383, maximum size of coarse

aggregate not exceeding 25 mm, transported to site,

spread, compacted and finished in a continuous 1462.500 Cmt. 5230.000

operation including provision of contraction,

expansion, construction and longitudinal joints, joint

filler, separation membrane, sealant primer, joint

sealant, debonding strip, dowel bar, tie rod, admixtures

as approved, curing compound, finishing to lines and

grades as per drawing )

QUANTITY STATEMENT

It. No. Description of item Quantity Unit Total Amount

It. No. Description of item Quantity Unit Total Amount

31 Providing and fixing "W" type metal beam crash safety

barrier comprising of single row 3 mm thick

galvenized sheet to be 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 and

required all process as per specification and as per

32 Village name/ Bump Ahed sign :-Providing and fixing

sing boards made out of 2mm aluminium sheet; size

90 x 60cms. rectangle as as per the design of IRC-67-

1977 pre treated with phospheting process & acid

etching; coated with one coat of epoxy primer and two

coats of best quality epoxy paint; reflectorised with

retro refiective sheeting as per latest M.O.S.T.

Specifications; Letters and numerals should be as per

IRC-30-1968, 3.1m long (2 nos) stand post and frame

fabricated from suitable size iron angle of 50 x 50 x

5mm painted with best quality 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 block of size 45 x 45 x 60cms. for each leg.

including excavation curing etc. complete under the

supervision of engineer in charge.(A) Engineer Grade

33 Supplying Raised Pavement Markers made of

polycarbonate and ABS moulded body and reflective

panels with Micro prismatic lens (No Glass bead lens)

capable of providing total internal reflection of the

light entering the lens face and shall support a load of

13635 kgs. tested in accordance to ASTM D

Type H and complying to Specifications of Category A

of MORTH Circular No RW/NH/33023/10-97 Ð DO

III Dt 11.06. 1997. The height, width and length shall

not exceed 20 mm, 130 mm and 130 mm and with 108.000 No. 217.400

minimum reflective area of 13 Sqcm on each side and

the slope to the base shall be 35 +/- 5 degree. The

body of the marker should having finger grip for easy

and accurate placement and application with epoxy /

bituminous Adhesive as recommended by the

manufacturer of the marker. The color of the marker

should be as per the IRC 35-2015 and as directed by

Engineer-in-charge.

QUANTITY STATEMENT

It. No. Description of item Quantity Unit Total Amount

It. No. Description of item Quantity Unit Total Amount

34 Road marking with hot applied thermoplastic paints

with reflectorising glass beads on bitumin surface

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.

35 Supplying and fixing reinforced concrete heavy duty

nonpressure pipes with collars for culverts carrying

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.(v) 900mm dia.

36 Providing & layingtack coat with VG 30 grade

bitumen with spray set fitted on mechanical bouzer at

the rate of 4 Kg./10 Sqm. On WBM surface incl.

cleaning the surface etc. complete.

37 Providing & laying 20mm thick premix seal surfacing

using specified graded machine crushed aggregates

with VG-30 grade bitumen at the rate of 5.1 Yo i.e.

51.0 Kg/ M.T. by weight mix including heating &

mixing in drum mix plant transporting the mix

spreading the same by paver finisher and consolidation

by vibratory roller as per MORT&H specification

including cost of all materials fuel, labours, tools and

plant etc. comp. and flushind sand @ rate of 0.30 cmt /

100 smt.(typeB)

QUANTITY STATEMENT

It. No. Description of item Quantity Unit Total Amount

It. No. Description of item Quantity Unit Total Amount

38 Diversion sing board :-Providing & Fixing sign boards

made out of 2mm aluminium sheet, size 180 x 60 cms.

rectangle as per the attached drawing pre treated with

phospheting process & acid etching. coated with one

coat of epoxy priemr and two coats of best quality

epoxy paint reflectorised with retro reflective sheeting

as per latest M.O.S.T. Specifications; Letters and

numerals should be as per IRC-30-1968,3.1m long

(2nos) stand post and frame fabricated from iron angle

of 35x35x3mm, 50x50x5mm painted with best quality

epoxy coatings in blak and white bends. The fixing at

site shall be in 1:2:4 CC block of size 45 x 45x 60cms

for each leg, including excavation curing etc. complete

under the supervision of engineer in charge.(A)

Engineer Grade(VR).

QUANTITY STATEMENT

It. No. Description of item Quantity Unit Total Amount

It. No. Description of item Quantity Unit Total Amount

39 Informatory Signs :-Providing and fixing sing boards

made out of 2mm aluminium sheet; size 80 x 60cms.

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 size

iron 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(VR).

Total Bid Price (in Figure)

Rupees Six Crores Twenty One Lakhs Thirty Five Thousand Four

(in words) Hundred Seventy Five and Paise Seventy Four Only

I/We am/are willing to carry out the work at ___________% above/below the (percentage should bewritten in figure and words only)

Estimated rates as mentioned above,amount of my/our tender works out as under.

Estimated Amount Estimated Amount

Put to Tender: RS. Put to Tender: RS.

Net : RS. Total : RS.

In Words RS. In Words RS.

(Please Strike out whichever is not applicable)

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

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.

5 Credit for Diversion (70% of Diversion cost) is Rs. -1163734.00

Deputy Executive Engineer Executive Engineer

Signature of contractor R&B (p) Sub Division, R&B (P) Division

Viramgam Ahmedabad