CONSTRUCTION OF BOX CULVERT (1) ACROSS LOCAL STREAM ON BARIPADA-RANPADA-BHAPKHAL ROAD (2) ACROSS LOCAL STREAM ON KASADBARI-DAHER-UGA ROAD (3) DHAVLIDOD-DHUDA-1 PIPLAIDEVI ROAD (4) GIRMAD TO GIRA DHODH ROAD IN TA. AHWA AND (5) CONSTRUCTION OF MINOR BRIDGE AT CHIKATIYA GADDHAVI ROAD KM 3/2 TO 3/4 TA. SUBIR DIST. DANG.

m Quantity Unit Amount

reference to book of specifications) figures

1 Dismentaling the existing structure including removing 1121.40 Cum. 978.15

and stacking the dismentelled materials as and where

directed. (A) R.C.C. work

2 Clearing and grubbing road land including uprooting 1.20 Hect. 28455.09

rank vegetation grass bushes,shrubs,sapling and trees

girth up to 300 mm removal of stumps of trees cut

earlier and disposal of unserviceable materials (C) By

mechanical means in area of light jungle

3 Diversion of watercourse / providing cofferdam and 12.00 Each 25250.00

bund or island as may be necessary for foundation and

maintaining the same for the period as may be

necessary. (FOR BARIPADA-RANPADA-BHAPKHAL

4 Diversion of watercourse / providing cofferdam and 20.00 Each 50500.00

bund or island as may be necessary for foundation and

maintaining the same for the period as may be

necessary.(FOR KASADBARI-DAHER-UGA ROAD,

DHAVLIDOD-DHUDA-PIPLAIDEVI ROAD & GIRMAD TO

GIRA DHODH ROAD)

5 Diversion of watercourse / providing cofferdam and 2.00 Each 40400.00

bund or island as may be necessary for foundation and

maintaining the same for the period as may be

necessary. (FOR CHIKATIYA GADDHAVI ROAD)

6 Excavation in hard rock by dry-wet blasting and 1138.40 Cum 1763.08

chiselling including dewatering preparing foundation

base by proper benching and stepping and disposing of

the excavated stuff as directed.(B) prohibited Blasting.

7 Providing & filling in foundation as base course with 905.60 Cum 3732.96

ordinary cement concrete of M 15 mix and providing

necessary vertical pin headers including formwork

vibrating ramming & curing complete.

8 Providing and casting in situ controlled cement concrete

M-30 for R.C.C. box, Approach slab & Retaining Wing

wall as per drawings including centering huttering,

scaffolding where necessary, laying vibrating, curing

and finishing complete.

Height from 0 to 5 mt 2201.70 Cum 5511.57

Height from 5.0 to 10.0 mt 50.00 Cum 5838.97

ROAD (2) ACROSS LOCAL STREAM ON KASADBARI-DAHER-UGA ROAD (3) DHAVLIDOD-DHUDA-1 PIPLAIDEVI ROAD

(4) GIRMAD TO GIRA DHODH ROAD IN TA. AHWA AND (5) CONSTRUCTION OF MINOR BRIDGE AT CHIKATIYA

GADDHAVI ROAD KM 3/2 TO 3/4 TA. SUBIR DIST. DANG.

BILL OF QUANTITIES

Description of Item (with brief specification and Rate In

m Quantity Unit Amount

reference to book of specifications) figures

9 Providing & laying weep hole in Abutments, and returns 629.00 Nos 91.32

by using P.V.C pipe of 100mm including laying in

proper grade and jointing the completed as per

detailed specification.

10 Providing and casting in situ controlled cement concrete 256.40 Cum 5743.87

of M 40 for wearing coat laid as directed including

tamping vibrating finishing curing and filling in joints

with bitumen complete.

11 Providing and fixing in position Fe-550D TMT bar 210.33 MT 82181.58

reinforcement including cutting, bending, hooking,

tying and welding complete and including forming the

cage and lowering it in position.

12 Reinforced Cement Concrete Crash Barrier (Provision of 399.00 Rmt 7756.92

an Reinforced cement concrete crash barrier at the

edges of the road, approaches to bridge structures and

medians, constructed with M-40 grade concrete with Fe-

550D TMT reinforcement with FBEC conforming to

IRC:21 and dowel bars 25 mm dia, 450 mm long at

expansion joints filled with pre-moulded asphalt filler

board, keyed to the structure on which it is built and

installed as per design given in the enclosure to MOST

circular No. RW/NH - 33022/1/94-DO III dated 24 June

1994 as per dimensions in the approved drawing and at

locations directed by the Engineer, all as specified).

13 Providing G.I. 100 mm. diameter water spouts 168.00 Each 536.03

including necessary iron gratings as per drawings.

14 Providing and laying - Filter Media 600mm thick 910.33 Sqm 1342.40

directed at the back of abutments, returns and wing

walls as per detailed specifications.

15 Providing and applying anti carbonation, anti fading, 3494.94 Sqm 124.61

mold resistant, heat insulating, and 100% acrylic

breathable decorative external waterproof coating of

approved shade having Viscosity @ Room Temperature

by Ford cup No. B-4 (dilute 2 parts of product with I

part of water) 18 to 30 sec. pH of 7.00 to 10.00 and

Sp. Gravity @ Room Temperature 1.30+0.1, tested for

carbon dioxide diffusion resistance properties for

coating materials and coating systems for exterior

masonry and concrete as per DIN EN 1062-6 (2002-

2010) by a NBA Grade "A" accredited institution.

ROAD (2) ACROSS LOCAL STREAM ON KASADBARI-DAHER-UGA ROAD (3) DHAVLIDOD-DHUDA-1 PIPLAIDEVI ROAD

(4) GIRMAD TO GIRA DHODH ROAD IN TA. AHWA AND (5) CONSTRUCTION OF MINOR BRIDGE AT CHIKATIYA

GADDHAVI ROAD KM 3/2 TO 3/4 TA. SUBIR DIST. DANG.

BILL OF QUANTITIES

Description of Item (with brief specification and Rate In

m Quantity Unit Amount

reference to book of specifications) figures

16 Providing and fixing mild steel dowel bars of minimum 978.00 Rmt 450.07

32mm dia. for anchoring by drilling holes in foundation

strata including necessary bending, hooking of dowel

bars and grouting the holes complete as per detailed

drawing and as directed.

17 Earth work for embankment having CBR not less than 2352.20 Cu.m. 371.68

5% 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 depressing which occur during the

process using Vibratory roller 8T to 10T.

having properties as C=0Kg/Sq. ∅=30° 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 depressing

which occur during the process using Vibratory roller 8T

to 10T. (E) From Borrow area With all lead & lift.

19 Filling available excavated earth/wethered rock in 538.46 Cum 137.47

trenches,sides of foundations etc. in layers not

exceeding 20 cm in depth consolidating each disposited

layer by ramming and watering.

20 Construction of 125/200/100/150 mm thick compacted 727.20 Cum 1428.90

coarsed granular subbase by providing coarse graded

machine crushed B.T. material satisfying MOST

specification (Grade-V crushed B.T. stone aggregate

20% and 2.36 mm below @ 30 % ) including spreading

in uniform layer 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 etc. complete.

21 Construction of 125/200/100 mm thick compacted 586.20 Cum 1408.90

coarsed granular subbase (Grade-I crushed B.T

materials of 53 mm to 26.5 mm @ 35 %,26.5 mm to

4.75 mm @ 45% ,Below 2.36 mm @ 20 %) by

providing close graded material , mixing in a

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 clause as per

ROAD (2) ACROSS LOCAL STREAM ON KASADBARI-DAHER-UGA ROAD (3) DHAVLIDOD-DHUDA-1 PIPLAIDEVI ROAD

(4) GIRMAD TO GIRA DHODH ROAD IN TA. AHWA AND (5) CONSTRUCTION OF MINOR BRIDGE AT CHIKATIYA

GADDHAVI ROAD KM 3/2 TO 3/4 TA. SUBIR DIST. DANG.

BILL OF QUANTITIES

Description of Item (with brief specification and Rate In

m Quantity Unit Amount

reference to book of specifications) figures

22 Providing and laying 250/150 mm thick Wet mix 510.40 Cum 1577.95

macadam (W.M.M.) using machine crushed black trap

aggregate of 40 to 50 mm size in the material as per

MORT & H specification including premixing the

material with water at OMC in mechanical mix plant,

carriage of mixed material by tippers to site, laying in

uniform layers with paver in sub base / base course

on well prepared surface and compacting with vibratory

roller to achieve the desired density.

23 Providing and laying 50/37.5 mm thick compacted 341.00 MT 2824.03

B.M.with B.T. aggregate as per MORT&H specification

and Emulsion grade RS1 for tack coat at

Kg./10Sq.mt. with mechanical sprayer and bitumen

grade VG-30 for mixing at the rate 34.0Kg/M.T. i.e.

% 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.

24 Providing and applying priming coat with emulsion SS1 4497.50 Sq.m 59.19

grade at the rate of 7.50 kg/ 10 Sq.mt. including cost

of asphalt and preparing the surface heating and

applying etc. complete.

25 Providing and Laying 25 mm thick Semi Dense 155.70 MT 3297.99

Bituminous Carpet with B.T. aggregate as per M.O.R.T.

& H. gradation and specification with on B.T. Surface

of grade ( VG-30 ) for mixing @ 50.00 Kg/M.T. i.e.

5.0% by weight of 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

finisher etc. complete.

ROAD (2) ACROSS LOCAL STREAM ON KASADBARI-DAHER-UGA ROAD (3) DHAVLIDOD-DHUDA-1 PIPLAIDEVI ROAD

(4) GIRMAD TO GIRA DHODH ROAD IN TA. AHWA AND (5) CONSTRUCTION OF MINOR BRIDGE AT CHIKATIYA

GADDHAVI ROAD KM 3/2 TO 3/4 TA. SUBIR DIST. DANG.

BILL OF QUANTITIES

Description of Item (with brief specification and Rate In

m Quantity Unit Amount

reference to book of specifications) figures

26 Road marking with hot applied thermo plastic paints 169.00 Sq.m. 367.73

with reflectorising glass beads on bitumin surface

providing and laying a hot applied thermoplastic

compound 2.5 mm thick includlng reflectorsing glass

beads@ 250 gms 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 sreaks and holes. zebra patta/bump patta

lane/center line/edge line/cut patta. The white color

marking should provide liminance coefficent on cement

road shall be min 130mcd/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 resistnce as mentioned in the

section 15 of IRC35-2015. warrenty for retro

reflectivity shall be two years

27 Cautionary Warning Sign :-Providing and fixing sing 21.00 Each 3808.66

boards made out of 2mm aluminium sheet; size 90 x

90 x 90 cms. equilateral triangle as per 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 refiectivesheeting as per latest

M.O.S.T.Specifications; 3.1m long stand postand frame

fabricated from suitable sizeiron angle of 35 x 35 x

3mm, 75 x 75 x 6mm as required; painted with

bestquality epoxy coatings in black andwhite bends.

The details of symbol foreach board shall be as per

theinstruction 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)

Engineer Grade(VR)

ROAD (2) ACROSS LOCAL STREAM ON KASADBARI-DAHER-UGA ROAD (3) DHAVLIDOD-DHUDA-1 PIPLAIDEVI ROAD

(4) GIRMAD TO GIRA DHODH ROAD IN TA. AHWA AND (5) CONSTRUCTION OF MINOR BRIDGE AT CHIKATIYA

GADDHAVI ROAD KM 3/2 TO 3/4 TA. SUBIR DIST. DANG.

BILL OF QUANTITIES

Description of Item (with brief specification and Rate In

m Quantity Unit Amount

reference to book of specifications) figures

28 Informatory Signs :-Providing and fixing sing boards 21.00 Each 3856.90

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

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(VR)...

29 Hazard Marker Sign :-Providing and fixing sing boards 31.00 Each 2423.74

made out of 2mm aluminium sheet; size 90 x 30cms.

rectangle as as per the design/drawing attached (IRC)

pretreated 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;

3.1m long stand post and frame fabricated from

suitable size iron angle of 35 x 35 x 3mm & 50 x 50 x

5mm painted with best quality epoxy coatings The

fixing at site shall be in 1:2:4 CC block of size 45x45x

60cms. for each leg. including excavation curing etc.

complete under the supervision of engineer in

charge.(A) Engineer Grade(VR)...

30 Regulatory/Mandatory signs :Providing and fixing sing 20.00 No 3439.81

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

diameter circle as per the design of IRC-67-1977 pre

treated with phospheting process & acid eteching;

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;

3.1m long stand post and frame fabricated from

suitable size iron angle of 35 x 35 x 3mm 75x75x6mm

as required; 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 60cms. for each leg. including excavation

curing etc. complete under the supervision of engineer

in charge.(A) Engineer Grade(VR)...

ROAD (2) ACROSS LOCAL STREAM ON KASADBARI-DAHER-UGA ROAD (3) DHAVLIDOD-DHUDA-1 PIPLAIDEVI ROAD

(4) GIRMAD TO GIRA DHODH ROAD IN TA. AHWA AND (5) CONSTRUCTION OF MINOR BRIDGE AT CHIKATIYA

GADDHAVI ROAD KM 3/2 TO 3/4 TA. SUBIR DIST. DANG.

BILL OF QUANTITIES

Description of Item (with brief specification and Rate In

m Quantity Unit Amount

reference to book of specifications) figures

31 Chevron sign :-Providing and fixing sign boards made 36.00 Each 3711.75

out of 1.5mm 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

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. (A) Class-B Type-4 Retro Reflective sheeting

32 Providing and fixing hectometer as per I.R.C. type 9.00 Each 356.50

design including painting lettering etc. complete fixing

ROAD (2) ACROSS LOCAL STREAM ON KASADBARI-DAHER-UGA ROAD (3) DHAVLIDOD-DHUDA-1 PIPLAIDEVI ROAD

(4) GIRMAD TO GIRA DHODH ROAD IN TA. AHWA AND (5) CONSTRUCTION OF MINOR BRIDGE AT CHIKATIYA

GADDHAVI ROAD KM 3/2 TO 3/4 TA. SUBIR DIST. DANG.

BILL OF QUANTITIES

Description of Item (with brief specification and Rate In

m Quantity Unit Amount

reference to book of specifications) figures

33 Cat Eye / Road Stud / RPM: Supplying of Molded Twin 216.00 Each 217.41

Shanks Raised Pavement Markers made of

polycarbonate and ABS moulded body and reflective

panels with micro prismatic 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 4280 Type H and complying to

Specifications of Category A of MORTH Circular No

RW/NH/33023/10-97 DO III Dt 11.06. 1997. The

height, width and length shall not exceed 20 mm,

mm and 130 mm and with minimum reflective area of

13 Sqcm on each side and the slope to the base shall

be 35 +/- 5 degree. The strength of detachment of the

integrated cylindrical shanks, (of diameter not less than

19 +/- 2 mm and height not less than 30+/- 2 mm)

from the body is to be a minimum value of 500 Kgf.

Fixing will be by drilling holes on the road for the

shanks to go inside,without nails and using epoxy resin

based adhesive as per manufacturers recommendation

and The color of the marker should be as per the IRC

35-2015 and as directed by Engineerin-charge.

34 Citizens information Board:Providing and fixing of 8.00 Each 24621.78

typical information board as per instruction.Two MS

plates of 1.6m thick, of 900mm x 750mm size fixed at

top & bottom duly welded with MS angles pf 25 x 25 x

5mm thick M.S plate shall be welded by two vertical

M.S flates 5 mm thick to 75 mm x 75 mm of 12 SWG

square tubes posts duly embedded in cement concrete

M-15 grage blocks of 600mm x 600mm x 750mm,

below ground level.Painting new letters & figure of any

shade with ready mixed synthetic enample paint of

superior quality in required shade and colour, All

sections of framed posts and steel tube will be painted

with primer and two coats of epoxy paints as per

35 Supply & fixing logo board of diamond size (600 x 600 5.00 Each 4648.02

mm) 16 gauge & board plate size (900 x250 mm)

gauge thick M S Plate and 2.40 meter deep length

single angle 75 x 75 x 6 mm size including fitting and

painting lettering with luminous colour as per drawing

36 Providing and fixing guard stone as per I.R.C. type 636.00 Each 303.94

design including white washing etc. complete fixing in

ROAD (2) ACROSS LOCAL STREAM ON KASADBARI-DAHER-UGA ROAD (3) DHAVLIDOD-DHUDA-1 PIPLAIDEVI ROAD

(4) GIRMAD TO GIRA DHODH ROAD IN TA. AHWA AND (5) CONSTRUCTION OF MINOR BRIDGE AT CHIKATIYA

GADDHAVI ROAD KM 3/2 TO 3/4 TA. SUBIR DIST. DANG.

BILL OF QUANTITIES

Description of Item (with brief specification and Rate In

m Quantity Unit Amount

reference to book of specifications) figures

37 Providing and casting in situ controlled cement 603.50 Cu.m 5353.00

concrete of M-25 for P.C.C. retaining wall as per

drawings including centering shuttering, scaffolding

where necessary, laying vibrating, curing and finishing

38 Close Graded Premix Surfacing/Mixed Seal Surfacing 1778.90 Sq.m. 162.69

(Mechanical means using HMP of appropriate capacity

not less than 75 tonnes/hour. Providing, laying and

rolling of close-graded premix surfacing material of

mm thickness composed of 11.2 mm to 0.09 mm (Type-

a) aggregates using penetration grade bitumen to the

required line, grade and level to serve as wearing

course on a previously prepared base, including mixing

in a suitable plant, laying and rolling with a Smooth

wheeled roller 8-10 tonne capacity, and finishing to

required level and grade. )

39 Diversion sing board :-Providing & Fixing sign boards 10.00 Nos 6798.92

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)...

40 Supplying and fixing reinforced concrete heavy duty 120.00 Rmt 4491.62

nonpressure pipes with collars for culverts including

setting and joining the pipes in C.M. 1:2 watering and

laying (To level of slops of I.S. 458 / 1971 Class NP4 of

following internal diameter. (v) 1000 mm dia.

41 Excavation for foundation in sand , gravel , clay soft 942.00 Cum 538.67

soils & murrum etc. including sorting and strutting and

dewatering as necessary and disposing of excavated

stuff as directed. With all lead & lift.(A) Depth upto

ROAD (2) ACROSS LOCAL STREAM ON KASADBARI-DAHER-UGA ROAD (3) DHAVLIDOD-DHUDA-1 PIPLAIDEVI ROAD

(4) GIRMAD TO GIRA DHODH ROAD IN TA. AHWA AND (5) CONSTRUCTION OF MINOR BRIDGE AT CHIKATIYA

GADDHAVI ROAD KM 3/2 TO 3/4 TA. SUBIR DIST. DANG.

BILL OF QUANTITIES

Description of Item (with brief specification and Rate In

m Quantity Unit Amount

reference to book of specifications) figures

42 Excavation in hard rock by dry-wet blasting and 2167.65 Cum 902.91

chiselling including dewatering preparing foundation

base by proper benching and stepping and disposing of

the excavated stuff as directed.(A) General blasting

43 Providing and laying Pitching on slopes laid over 155.00 Cu.m 1051.41

prepared filter media including boulder apron laid dry in

front of toe of embankment complete as per drawing

and Technical specifications

44 Providing and laying Filter material underneath pitching 76.88 Cu.m. 877.69

in slopes complete as per drawing and Technical

specification

45 Providing fusion bonded Epoxy coating not less than 138.75 MT 10162.62

175 micron thickness and up to 300 micron to

reinforcement bars as per IS-13620-1993/ASTM-775 M

including testing of coating at plant and all taxes (A)

10mm to 16mm dia bar

46 Providing fusion bonded Epoxy coating not less than 139.92 MT 7296.24

175 micron thickness and up to 300 micron to

reinforcement bars as per IS-13620-1993/ASTM-775 M

including testing of coating at plant and all taxes (B)

20mm to 32 mm dia bar

47 Supplying and fixing reinforced concrete heavy duty 94.50 Rmt 4710.56

nonpressure pipes with collars for culverts including

setting and joining the pipes in C.M. 1:2 watering and

laying (To level of slops of I.S. 458 / 1971 Class NP4 of

following internal diameter. (v) 900 mm dia.

48 Providing and laying rubble for apron & filling in Gabion 1312.17 Cum 1092.52

box (each stone weighing not less than 40 Kg.)

including hand packing and filling in the interstices with

quarry spall.

ROAD (2) ACROSS LOCAL STREAM ON KASADBARI-DAHER-UGA ROAD (3) DHAVLIDOD-DHUDA-1 PIPLAIDEVI ROAD

(4) GIRMAD TO GIRA DHODH ROAD IN TA. AHWA AND (5) CONSTRUCTION OF MINOR BRIDGE AT CHIKATIYA

GADDHAVI ROAD KM 3/2 TO 3/4 TA. SUBIR DIST. DANG.

BILL OF QUANTITIES

Description of Item (with brief specification and Rate In

m Quantity Unit Amount

reference to book of specifications) figures

49 STOP SIGN:-Providing and fixing sing boards made out 2.00 Nos 4676.06

of 2mm aluminium sheet; size 90 x 90cms. rectangle as

per the design of IRC-67-1977 pre treated with

phospheting process & acid teching; 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; 3.1m long stand

post and frame fabricated from suitable size iron angle

of 35 x 35 x 3mm 75x75x6mm as required; 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 60cms.

for each leg. including excavation curing tec. complete

under the supervision of engineer in charge.(A)

Engineer Grade(VR)...

50 Providing and erecting a 'W' metal double beam crash 381.00 Rmt 5590.50

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 center to center, 1.8 m high, 1.1 m below

ground/road level, all steel parts and fitments to be

galvanised by hot dip process, all fittings to confirm to

IS:1367 and IS:1364, metal beam rail to be fixed on

the vertical post with a spacer of channel section 150 x

75 x 5 mm, 330 mm long complete as per clause

51 Providing and casting in situ ordinary cement concrete 11.00 Cu.m 4382.70

M-200 forKerbs/Kerb blocks including formwork, curing

and finishing complete.

52 Proving flood guage makrs on substrucure as per 11.00 Rmt 169.64

deisign including painting complete

53 Poviding masonry steps with cement pointing on 46.00 Steps 289.19

approaches as directed

54 Providing and filling sand behind abutments and 684.00 Cu.m 571.93

between returns in layers as directed

55 Excavation for foundaion in hard murrum and 19.00 Cu.m 642.99

boulders and very stiff or sticky clays and oher similar

strata including sorting and strutting and dewatering as

necessary and diposing of excavated stuff as directed.

56 Excavation in large boulders and soft rock by welding 1394.00 Cu.m 754.14

including sorting strutting and dewatering as necessary

and disposing off the excavated stuff as directed.

ROAD (2) ACROSS LOCAL STREAM ON KASADBARI-DAHER-UGA ROAD (3) DHAVLIDOD-DHUDA-1 PIPLAIDEVI ROAD

(4) GIRMAD TO GIRA DHODH ROAD IN TA. AHWA AND (5) CONSTRUCTION OF MINOR BRIDGE AT CHIKATIYA

GADDHAVI ROAD KM 3/2 TO 3/4 TA. SUBIR DIST. DANG.

BILL OF QUANTITIES

Description of Item (with brief specification and Rate In

m Quantity Unit Amount

reference to book of specifications) figures

57 Providing and fixing steel dowel bar of Fe 550D grade 180.00 Rmt 600.84

32 mm dia for anchoring by drilling holes in foundation

strata including, necessary bending hooking of dowel

bars and grouting the holes complete as per detailed

dawing and as directed

58 Providing & casting in situ Design mix concrete M 30 512.00 Cu.m 4904.55

for R. C.C. footing for Pier, Abutment and Return Wall

Footing Pad for including necessary shuttering laying

vibrating ramming and curing complete.

59 Providing & filling trenches of excavation in rocky strata 230.00 Cu.m 3674.15

with NMC M15 .

60 Providing and placing in position Reinforcement 48.13 MT 73858.70

GradeFe-550D for R. C.C. footing for Pier, Abutment &

Rreturn Wall including curing bending hooking and

tying compete as per detailed drawing.

61 Providing and casting in situ controlled cement concrete 120.00 Cu.m 5591.56

M 30 Mix for R.C.C. works in pier cap abutment cap

and dirt wall including controlled cement concrete M

bed rock or pedestals of required drawings, centering

shuttering, scaffolding wherever necessary laying

vibrating curing and finishing complete.

62 Providing & Fixing in position tar paper bearing as per 2.00 Job 10100.00

detailed design and drawings and specification etc.

63 Providing and fixing in position FE 550D steel dowel 35.00 Nos 455.63

bars in pier caps or abutments caps for anchorage in

fixed end as per deailed drawing in cluding cutting

bending and welding complete.

64 Providing and fixing in position FE 550D steel dowel 35.00 Nos. 533.60

bars in pier caps For anchorage in free end as per

deailed drawing in cluding cutting bending and

65 Providing and fixing in position High strength deformed 60.90 M.T 73858.70

bar reinforcement of steel grade Fe-550D including

cutting ,bending, hooking, tying, welding etc, complete

as per detailed drawing and specification (A) Abutment

cap and dirt wall (B) Pier cap ,R.C.C Pier, Abutment,

Return Wall (C) Side Wall

ROAD (2) ACROSS LOCAL STREAM ON KASADBARI-DAHER-UGA ROAD (3) DHAVLIDOD-DHUDA-1 PIPLAIDEVI ROAD

(4) GIRMAD TO GIRA DHODH ROAD IN TA. AHWA AND (5) CONSTRUCTION OF MINOR BRIDGE AT CHIKATIYA

GADDHAVI ROAD KM 3/2 TO 3/4 TA. SUBIR DIST. DANG.

BILL OF QUANTITIES

Description of Item (with brief specification and Rate In

m Quantity Unit Amount

reference to book of specifications) figures

66 Providing and casting in situ controlled cement 543.00 Cu.m 5634.23

concrete M-30 for R.C.C. work in superstructure

including centering, ramming vibrating curing and

finishing complete.(A) Solid slab type of superstructure

67 Providing and placing in position FE 500D TMT 33.00 M.T 73243.02

bar reinforcement including cutting, bending, hooking,

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

slab type of superstructure

68 (Provision of an Reinforced cement concrete crash 158.00 Rmt 1474.60

barrier at the edges of the road, approaches to bridge

structures and medians, constructed with M-40 grade

concrete with FE550D (HYSD) reinforcement

conforming to IRC:21 and dowel bars 25 mm dia,

mm long at expansion joints filled with pre-moulded

asphalt filler board, keyed to the structure on which it

is built and installed as per design given in the

enclosure to MOST circular No. RW/NH - 33022/1/94-

DO III dated 4 June 1994 as per dimensions in the

approved drawing and at locations directed by the

Engineer, all as specified)

69 Providing PVC. 100 mm. diameter water spouts 40.00 Each 159.37

including necessary iron gratings as per drawings.

70 Providing and fixing marble slab including engraving 2.00 Each 1012.65

and painting complete. (A) size 75 cm x 60 cm x 4 cm

71 Providing and casting in situ controlled cement concrete 23.00 Cu.m. 5442.72

M 30 for approch slab including form work curing and

finishing complete.

72 Providing and fixing in position steel bar reinforcement 15.31 M.T 73243.02

of steel grade T.M.T FE-550D including cutting

,bending, hooking, tying, welding etc, complete as per

detailed drawing and specification (A) R.C.C. Crash

Barrier (B) R.C.C Approach slab (C) Wearing coat

73 Providing Pre-moulded asphalt filler joints as per 54.00 Sq.m 703.53

drawings.(A) 12mm

74 Finishing wall with weather proof exterior emulsion 237.00 Sq.m 122.14

paint on wall surface (two coats) to give an required

shape even shade after thoroughly brushing the

surface to remove all dirt, and remains of loose

powdered materials.etc complete

ROAD (2) ACROSS LOCAL STREAM ON KASADBARI-DAHER-UGA ROAD (3) DHAVLIDOD-DHUDA-1 PIPLAIDEVI ROAD

(4) GIRMAD TO GIRA DHODH ROAD IN TA. AHWA AND (5) CONSTRUCTION OF MINOR BRIDGE AT CHIKATIYA

GADDHAVI ROAD KM 3/2 TO 3/4 TA. SUBIR DIST. DANG.

BILL OF QUANTITIES

Description of Item (with brief specification and Rate In

m Quantity Unit Amount

reference to book of specifications) figures

75 Earth work for embankment in cluding breaking clods 3682.30 Cu.m 182.15

dressing With all lead and lift and including watering,

rolling, and consolidation of subgrade in layers at

O.MC. To required dry density including filling the

depressing which occur during the proces using

vibrating roller 8.T. to 10 T (A) From borrow area

within any km.

76 Supplying Stacking & Spreding Hard Murrum 100 mm 137.00 Cu.m 741.34

below sub base and 150 mm for Side Shoulder of work

as per specification and Borrow material with Min CBR

of 18% laid and compacted over. Compacted of native

soil of min. CBR of 1.8%, ( including spreding,watering

and consolidation) With Vibtatory roller excceding

80KN and not excceding 120KNetc.complete.

77 Providing & laying spreading and compacting stone 242.00 Cu.m 1629.13

aggregate 53 mm to 22.4 mm size to W.B.M. 75 mm

thick in Three layers including spreading in uniform

thickness, hand packing, rolling with vibratory roller

to 10 tonnes to proper grade and camber, applying and

brooming requisite type of screening/ binding/ filler

materials to fill up the interstices of coarse aggregate,

watering and compacting to the required density.

Grading II using screening type A (13.2 mm stone

aggregate)

78 Providing and laying bituminous base course 37.5 mm 72.00 M.T 1732.42

thick compacted with tack coat of Emulsion grade RS1

at the rate of 2.5 Kg./10Sqmt. and using B.T. stone

aggregates of required gradation and asphalt (VG-30)

grade for mixing @ 1.99 % by weight of total mix

including heating the aggregate and asphalt by drum

mix plant and spreading the same by paver finisher and

consolidation with vibratory roller including providing all

materials, equipments, tools and plants, oil, kerosene,

fire wood, labour charges etc. complete

ROAD (2) ACROSS LOCAL STREAM ON KASADBARI-DAHER-UGA ROAD (3) DHAVLIDOD-DHUDA-1 PIPLAIDEVI ROAD

(4) GIRMAD TO GIRA DHODH ROAD IN TA. AHWA AND (5) CONSTRUCTION OF MINOR BRIDGE AT CHIKATIYA

GADDHAVI ROAD KM 3/2 TO 3/4 TA. SUBIR DIST. DANG.

BILL OF QUANTITIES

Description of Item (with brief specification and Rate In

m Quantity Unit Amount

reference to book of specifications) figures

79 Direction sign (Junction board):-Providing and fixing 1.00 Nos 14831.71

sing boards made out of 2mm aluminium sheet; size

244 x 122cms. 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 ironangle of 50 x 50 x

5mm 75x75x6mm as required; 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(VR)...

80 Excavation for foundation up to 1.50 mt depth 317.00 Cum 266.78

including sorting out and stacking of useful material

and disposing of the excavated stuff up to 50 mt. lead

(B) Dense or Hard soil

81 Providing & Suppling of Mechanically Woven, Double 697.00 Cu.m 1212.00

Twisted,Hexagonal wire mesh Zinc+ PVC Coated

Gabion boxes; Mesh opening Type : 10 x 12; Wire dia:

2.7/3.7 mm; Selvedge wire dia: 3.4mm.

82 Providing, Supply and Installation of 200 GSM Non 540.00 Sq.m 45.45

Woven Geotextile Needle Punched. Polypropylene

Material Having Minimum Roll Size of 5 mtr x 100 mtr

Including all Labours & etc. Complete.

83 Providing and laying rubble pitching of 22.50 cm. thick 877.00 Sq.m 716.46

with filling the sand in the interstices & C.C. 1:3:6

panelling at 3.0 mt. C/C and 30 cms. x 30 cms. panel

wall as per the detailed drawing with necessary

excavation and providing water chute of C.C. 1:3:6 at

24.00 mt. C/C providing pointing on rubble pitching in

CM 1 : 3 etc. complete.

84 Providing Designing Supplying and Installation of 705.00 Sqm

Extruded Bi-Axial Polypropylene 30 kn GeoGrid

Including all Labours & etc. Complete.

85 Providing Designing Supplying and Installation of 378.00 Sqm 141.40

Extruded Bi-Axial Polypropylene 40 kn GeoGrid

Including all Labours & etc. Complete.

ROAD (2) ACROSS LOCAL STREAM ON KASADBARI-DAHER-UGA ROAD (3) DHAVLIDOD-DHUDA-1 PIPLAIDEVI ROAD

(4) GIRMAD TO GIRA DHODH ROAD IN TA. AHWA AND (5) CONSTRUCTION OF MINOR BRIDGE AT CHIKATIYA

GADDHAVI ROAD KM 3/2 TO 3/4 TA. SUBIR DIST. DANG.

BILL OF QUANTITIES

Description of Item (with brief specification and Rate In

m Quantity Unit Amount

reference to book of specifications) figures

86 Supplying and fixing reinforced concrete heavy duty 125.00 Rmt 3469.26

non-pressure pipes with collars for culvert carrying

heavy traffic as per IS: 458-1991 spcifications including

setting the pipes in C:M 1:2 watering and laying (to

leval or slopes) of class NP3 of following internal

Diameters 900 mm Dia.

Total Of BOQ

Eight Crore Ninety Lacs Eighty Thousand Five Hundred Eighty Rupees And Thirty Four Paise Only

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 out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

In words In words

Note 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.

Note 2-The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

Note 3-GST and Income tax TDS will be deducted at a source while making payments of bills

Note 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 5:-An amount of Rs. 23,08,966.76 ( Rs. Twenty Three Lacs Eight Thousand Nine Hundred Sixty Six & Paise Seventy Six

Only ) towards estimated credit value of dismentaling shall be recovered from the R.A. Bill of this work irrespective of the

quantity actually received on site.

Deputy Executive Engineer Divisional Account Executive Engineer

Panchayat (R & B) Sub Division Panchayat(R&B) Division Panchayat (R & B) Division

Ahwa Dang Dang