MMGSY 2025-26 Package no.18 CONSTRUCTION OF MINOR BRIDGES (1) ACROSS LOCAL STREAM CONNECTING CHIKHLI UPTO KHADKA CHIKHLI APPROACH ROAD (2) ALONG GHANI - DOLVAN, BAMNAMAL DUR ROAD (3) PIITHADARA JAMALIA BARDIPPADA PIPALVADA ROAD AT CH. 0/0 TO 0/20 (4) BOX CULVERT ON MEDHA AMLIPADA FALIYA ROAD (CH-0/8 TO 1/0) (5) ON CHANDAPUR APPROACH ROAD (CH:-0/8 TO 1/0) (6) ACROSS BRANCH OF TAPI RIVER CONNECTING TO JUNA KUKURMUNDA-TALODA ROAD (7) BOX CULVERT WITH APPROACH ACROSS LOCAL STREAM ON AMTHAVA SHRAVANIYA ROAD AT KM. 1/4 TO 1/6 IN DIST TAPI,

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

1 Dismantling the existing structure including removing 1037.80 Cu.m. 932.65

and stacking the dismantled materials as and where

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

2 Diversion of watercourse / providing cofferdam and 3.00 Each 116695.40

bund or island as may be necessary for foundation and

maintaining the same for the period as may be

necessary. (For Chikhli upto Khadka Chikhli)

3 Diversion of watercourse / providing cofferdam and 4.00 Each 206050.10

bund or island as may be necessary for foundation and

maintaining the same for the period as may be

necessary. (For Buhari Ghani Dolvan)

4 Demarkation of road alingment including marking out 1.62 Km. 2706.50

road line by providing and fixing wooden pegs or steel

rod of required size at every 25 M to 50 M. including

excavating trenches ion both sodes of 0.30 m. x 0.30M.

including supplying of labours and all materials for

every work etc. complete.

5 Providing flood gauge marks on substructure as per 40.00 Rmt 164.69

design including painting complete.

6 Providing masonry steps with cement pointing on 202.00 Steps 229.91

approaches as directed .

7 Filling available excavated earth/wethered rock in 6131.20 Cu.m. 133.65

trenches,sides of foundations etc. in layers not

exceeding 20 cm in depth consolidating each disposited

layer by ramming and watering.

8 Excavation for foundation in sand , gravel , clay soft

soils & murrum etc. including sorting and strutting and

dewatering as necessary and disposing of excavated

stuff as directed.

(A) Depth up to 3 m 8866.48 Cu.m. 513.58

(B) Depth from 3.0 m to 6.0 m 485.90 Cu.m. 605.44

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

9 Excavation in large boulders and soft rock by welding 499.00 Cu.m. 719.06

including shoring, strutting and dewatering as

necessary and disposing of the excavated stuff as

10 Providing & filling in foundation as base course with 1522.80 Cu.m. 3690.63

ordinary cement concrete of M 15 mix and providing

necessary vertical pin headers including formwork

vibrating ramming & curing complete.

11 Providing and casting in situ controlled cement 505.00 Cu.m. 4865.17

concrete M- 30 for R.C.C. Raft and cut-off walls

including necessary shuttering laying, vibrating,

ramming and curing complete.

12 Providing and fixing in position of steel grade FE-550D 314.31 MT. 81325.81

(TMT) for R.C.C. Raft, pier,Abutments,Aburment cap

pier cap , sesmic arrester, Pedestal and Retaining Wall

Including cutting hooking, tying, welding etc., complete

as per detailed drawing and specification.

13 Providing and casting in situ controlled cement with of

M30 for R.C.C. work in piers and abutment and

Retaining wall as per drawing including centering

shuttering scaffolding where necessary laying vibrating

curing and finishing complete.

(A) Height from 0.0 M to 5.0 M 2594.18 Cu.m. 5382.61

(B) Height from 5.0 M to 10.0 M 117.89 Cu.m. 5795.14

14 Providing and Fixing in position Tar paper as bearing 174.60 Sq.m. 650.69

as per detailed drawings.

15 Providing and casting in situ controlled cement 193.70 Cu.m. 5682.30

concrete of M 30 Mix for R.C.C. works in pier cap

abutment cap and dirt wall including controlled cement

concrete M 35 bed block or pedestals of required

drawings, centering shuttering, scaffolding wherever

necessary laying vibrating curing and finishing

16 Providing and casting in situ controlled cement 957.80 Cu.m. 5677.95

concrete M-35 for R.C.C. solid slab including centering,

scaffolding, curing and finishing complete.

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

17 Providing and fixing in position steel bar reinforcement 98.38 MT. 80339.73

for Super Structure & (A) R.C.C. Kerb. (B) R.C.C.

Footpath.(C) R.C.C. Approch slab.(D) Wearing Coat. of

steel grade FE-550D (TMT) including cutting ,bending,

hooking, tying, welding etc., complete as per detailed

drawing and specification.

18 Providing and casting in situ controlled cement 246.10 Cu.m. 5704.37

concrete of M 40 for average 100 mm thick wearing

coat laid as directed including tamping vibrating

finishing curing and filling in joints with bitumen

19 Provision of an Reinforced cement concrete crash 357.40 Rmt 8278.56

barrier at the edges of the road, approaches to bridge

structures and medians, constructed with M-40 grade

concrete with 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, 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

as per drawing attached.

20 Providing G.I. 100 mm. diameter water spouts 75.00 Each 536.03

including necessary iron gratings as per drawings.

21 Providing and fixing marble slab including engraving 10.00 Each 1012.65

and painting complete.

22 Providing and casting in situ controlled cement 145.00 Cu.m. 5403.50

concrete of M 30 for approach slab including form work

curing and finishing complete.

23 Providing and fixing in position 20 mm thick 87.00 Rmt 453.49

premoulded joint filler in expansion joint for fixed ends

of simply supported spans not exceeding 10 m to cater

for a horizontal movement upto 20 mm, covered with

sealant complete as per drawing and technical

specifications.

24 Providing & laying weep hole in Abutments, and 2102.00 Each 87.07

returns by using A.C./P.V.C. pipe of 100mm including

laying in proper grade and jointing the completed as

per detailed specification.

25 Providing and laying - Fitter Media 600mm thick 3245.60 SQM 1279.96

directed at the back of abutments, returns and wing

walls as per detailed specifications.

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

26 Providing and laying Pitching on slopes laid over 724.79 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

27 Providing and laying Filter material underneath pitching 402.47 Cu.m. 877.69

in slopes complete as per drawing and Technical

28 Providing and laying of Extruded Bioaxial Polypropylene 1916.00 SQM 195.06

Geogrid 30 KN as per clause no 3102.8 and approval

design and specification with accesories like tie

strips,nuts & bolts and loops/lugs for joining reinforcing

elements with the facia ,pannels and overlaps and

other protective elements as per detailed specification.

29 Providing and fixing in position TMT steel dowel bars in 101.00 Each 815.28

pier caps or abutment caps for anchorage in fixed end

as per detailed drawings including cutting, bending and

welding complete.

30 Providing and fixing in position TMT steel dowel bars in 101.00 Each 1395.21

pier caps or abutments caps for anchorage in free end

as per detailed drawing including cutting, bending and

welding complete.

31 Providing and fixing mild steel dowel bars of minimum 391.00 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.

32 Clearing and grubbing road land including uprooting 2.00 Hec. 28455.09

rank vegetation , grass , bushes , shrubs , saplings and

trees of girth upto 300 mm removal of stumps of trees

cut earlier and disposal of unserviceable materials (I)

By Mechanical means in area of light jungle.

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

33 Back filling between returnwall shall be selected soil 5058.00 Cu.m. 552.22

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.

34 Construction of 150/200 mm thick compacted coarsed 1614.00 Cu.m. 1022.16

granular subbase by providing coarse graded machine

crushed B.T. material satisfying MOST specification

(Grade-V crushed B.T. stone aggregate 26.5 mm to

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.

35 Construction of 150/200 mm thick compacted coarsed 1432.90 Cu.m. 1104.87

granular subbase (Grade-I crushed B.T materials of

,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

36 Providing and laying 250 mm thick Wet mix macadam 1651.70 Cu.m. 1099.26

(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.

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

37 Providing and laying 50 mm thick compacted B.M.with 767.50 MT. 2712.09

B.T. aggregate as per MORT&H specification and

Emulsion grade RS1 for tack coat at 2.5 Kg./10Sq.mt.

with mechanical sprayer and bitumen grade 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.

38 Providing and applying priming coat with emulsion SS1 10489.50 SQM 59.24

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

of asphalt and preparing the surface heating and

applying etc. complete.

39 Providing and Laying 25 mm thick Semi Dense 396.53 MT. 3234.85

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.

40 Road marking with hot applied thermo plastic paints 225.00 sqm. 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

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

41 Cautionary Warning Sign :-Providing and fixing sign 28.00 Each 3906.19

boards made out of 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

years for the Retro reflective sheeting from original

manufacturer & a certified copy of 3 year outdoor

exposure test report from third party test lab for the

product offered shall be submitted by contractor. (B)

Class-B Type-4 Retro Reflective sheeting

42 Hazard Marker Sign :-Providing and fixing sign boards 20.00 Each 3518.69

made out of 2.0 mm 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

years for the Retro reflective sheeting from original

manufacturer & a certified copy of 3 year outdoor

exposure test report from third party test lab for the

product offered shall be submitted by contractor. (B)

Class-B Type-4 Retro Reflective sheeting

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

43 Regulatory / Mandatory Sign :-Providing and fixing sign 28.00 No. 3540.13

boards made out of 2mm aluminium sheet / 4mm ACP

(Aluminum composite Panel); size 60 cms. Dia Circle as

per design of IRC-67-2012. Pre treated with

phospheting process & acid etching; coated with one

coat of epoxy primer and two coats of best quality

epoxy paint ; reflectorised with High Intensity Prismatic

Grade retro refiectivesheeting of Type-4 as per ASTM D-

4956 and latest M.O.S.T.Specifications; 3.6mtr long

stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular

MS Pipe as required and frame fabricated from suitable

size iron angle of 35 x 35 x 3mm; painted with

bestquality epoxy coatings in black and white bends.

The details of symbol for each board shall be as per the

instruction of engineer in charge. The fixing at site shall

be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each

leg including excavation, curing etc.complete under the

supervision of engineer in charge. A warranty for

years for the Retro reflective sheeting from original

manufacturer & a certified copy of 3 year outdoor

exposure test report from third party test lab for the

product offered shall be submitted by contractor. (B)

Class-B Type-4 Retro Reflective sheeting.

44 Chevron sign :-Providing and fixing sign boards made 54.00 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

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

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

design including painting lettering etc. complete fixing

46 Providing and erecting a 'W' metal double beam crash 1224.00 Rmt 5670.87

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

47 Cat Eye / Road Stud / RPM: Supplying of Molded Twin 268.00 Each 326.23

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.

48 Providing and filling sand inside abutment and between 689.00 Cum 552.22

returns in layers as directed.

49 Empty boring through all Sorts of strata including Rock 420.00 Rmt 3960.53

for providing 1.20 MT dia. R.C.C. bored piles to

required depth including providing necessary casing

pipe with all plants and equipment's as required

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

50 Providing 6mm thick steel liner for piles including 6.40 M.T. 47323.73

fabricating and setting out as per detail drawing as

51 Providing and laying controlled cement concrete of M 444.00 Cu.m. 5028.79

30 for R.C.C. bored piles of 1.20 mt dia. including

ramming, vibrating and finishing excluding T.M.T

Reinforcement complete.

52 Providing and fixing in position Fe 550D TMT for R.C.C. 67.00 M.T. 81120.33

bored piles as per detailed drawing, including cutting,

bending hooking tying and welding complete and

including forming the cage and lowering it in position.

53 Static Load testing of foundation piles including loading 2000.00 M.T. 187.38

with necessary kentledge or any other suitable method

as directed with all arregement & equipment reqired..

54 Dynamic Load testing of foundation piles including 2.00 Nos. 35767.11

loading with necessary kentledge any other suitable

method as directed with all arregement & equipment

55 Conducting Pile low strain integrity test as per ASTM D 24.00 No. 1212.00

5882- 96 code of American Society for Testing on cast -

in situ RCC pile of 1200 mm diameter inclusive of

analysis with all contractor's equipment, manpower,

site preparation, lead and lifts etc. complete as per

standard procedure, and as directed by the Engineer in

charge. Note:- Rate is inclusive All equipment, All

labour and consumable required & Mobilization of

56 Providing and casting in-situ controlled cement 313.40 Cum 5124.74

concrete of M 30 For R.C.C. pile cap including

necessary form work vibrating, curing and finishing

57 Providing and casting in situ controlled cement 85.50 Cum 5869.11

concrete of M 30 Mix for R.C.C. works in pier cap

abutment cap and dirt wall including controlled cement

concrete M 40 bed block or pedestals of required

drawings, centering shuttering, scaffolding wherever

necessary laying vibrating curing and finishing

58 Providing and placing in position FE 550D TMT bar 53.90 M.T. 82181.57

reinforcement including cutting, bending, hooking, and

tying complete as per detailed drawing.(B)T-Beam and

Deck slab type of superstructure (I) Solid slab

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

59 Providing and casting in situ controlled cement 31.00 Cu.m. 5483.29

concrete of M 35 for approach slab including form work

curing and finishing complete.

60 Providing and laying of Extruded Bioaxial Polypropylene 1430.00 Sqm 263.94

Geogrid 40 KN as per clause no 3102.8 and approval

design and specification with accesories like tie

strips,nuts & bolts and loops/lugs for joining reinforcing

elements with the facia ,pannels and overlaps and

other protective elements as per detailed specification.

61 Providing fusion bonded Epoxy coating not less than 132.75 M.T. 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

62 Providing fusion bonded Epoxy coating not less than 221.17 M.T. 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

63 Carrying out load test of super structure as directed 400.00 M.T. 169.92

including all necessary materials plant

equipement,instruments, labour and arrangements for

64 Providing and laying of Plastirib - T or equivalent raised 695.00 Each 827.19

profile edge line marking (audible warning ) with hot

applied thermoplastic road marking compound

according to IRC 35 - 2015, Clause 7.7, with 2mm thick

base coat layer above that ribs profile size of lenght

40mm X width 140mm X Height 6 mm thick ( Total 8 m

thick ) at the distance of 500 mm between two ribs

including reflectorizing glass beads @ 250 gm/ sq.mt

area. The minimum and maximum width of raised

profile should be 150 mm. The thickness of 8 mm

profile should be exclusive of surface applied glass

beads. The finished surface to be levelled, uniform and

free from streaks and holes, to be applied on edge

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

65 Supply and Apply Rumbble Strips Road marking with 27.00 Sqm 1684.68

hot applied thermoplastic paints with reflectorising

glass beads on bitumin surface providing and laying a

hot applied thermoplastic compound 8 mm thick

including reflectorising glass beads @ 250gms per sqm

area, thickness of 8mm 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.

66 Cautionary Warning Sign :-Providing and fixing sing 8.00 Nos. 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 blockof 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)

67 Hazard Marker Sign :-Providing and fixing sing boards 6.00 Nos. 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)...

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

68 Regulatory/Mandatory signs :Providing and fixing sing 6.00 Nos. 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)...

69 Citizens information Board:Providing and fixing of 3.00 Nos. 23794.25

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

70 Supply & fixing logo board of diamond size (600 x 600 3.00 No 4567.56

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

71 Providing and casting in situ controlled cement 502.50 Cu.m. 5335.83

concrete of M-35 for R.C.C. retaining wall as per

drawings including centering shuttering, scaffolding

where necessary, laying vibrating, curing and finishing

complete. (A) Height from 0.0 M to 5.0 M

72 Providing and casting in situ controlled cement 26.60 Cu.m. 5647.92

concrete of M-35 for R.C.C. retaining wall as per

drawings including centering shuttering, scaffolding

where necessary, laying vibrating, curing and finishing

complete. (B) Height from 5.0 M to 10.0 M

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

73 Providing and fixing pre-cast concrete kerb stone of 6.00 Cu.m. 4346.90

gray cement based concrete block 30cm length,30cm

height and 15cm thick of M20 grade concret as per

approved design and including excavation for fixing in

proper line and level,filling the joint with C:M 1:3

(1cement:3 fine sand) etc complete.

74 Excavation for foundation in hard murrum and 1127.00 Cu.m. 613.09

boulders and very stiff or sticky clays and other similar

strata including sorting and strutting and dewatering as

necessary and disposing of excavated stuff as directed.

75 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.(B) Diversion by cofferdam/island (For

Piithadara Jamalia Road)

76 Providing and fixing steel dowel bars of Fe 550D grade 332.00 Rmt 600.84

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.

77 Providing and casting in situ Design Mix concrete M- 30 366.00 Cu.m. 4864.96

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

Footing Pad for including necessary shuttering laying,

vibrating, ramming and curing complete.

78 Providing & filling trenches of excavation in rocky strata 194.00 Cu.m. 3629.85

79 Providing and placing in position of 31.11 M.T. 73858.70

ReinforcementGrade FE-550D for R.C.C. footing for

Pier, Abutment & Return Wall Including curing bending

hooking and tying complete as per detailed drawing.

80 Providing and Fixing in position Tar paper as bearing 1.00 Job 10100.00

as per detailed design and drawings and specification

81 Providing and fixing High Strength deformed bar 50.27 M.T. 73858.70

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

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

82 Providing and casting in situ controlled cement 391.50 Cu.m. 5598.41

concrete of M 30 for R.C.C work in Superstructure

including centering, ramming vibrating curing and

finishing complete. (A) Solid Slab type of

83 Providing and placing in position FE-550D TMT bar 16.73 M.T. 73243.02

reinforcement including cutting ,bending, hooking,

tying, welding etc., complete as per detailed drawing.

(A) solid slab type of super structure

84 Provision of an Reinforced cement concrete crash 108.00 Rmt 1533.18

barrier at the edges of the road, approaches to bridge

structures and medians, constructed with M-40 grade

concrete with Fe-550D (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 24 June 1994 as per dimensions in the

approved drawing and at locations directed by the

Engineer, all as specified as per drawing attached.

85 Providing P.V.C. 100 mm. diameter water spouts 32.00 Each 159.37

including necessary iron gratings as per drawings.

86 Providing Pre-moulded asphalt fillerjoint as per 64.01 Sqm 703.53

dreawings. (A) 12mm

87 Finishing wall with weather proof exterior emulsion 162.00 Sqm 117.41

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

88 Earthwork for embankment including breaking clods, 2446.60 Cu.m. 173.67

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

depression which occur during the process using power

roller 8T to 10Tfrom borrow area with all lead and lift.

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

89 Supplying Stacking & Spreding Hard murrum 100 mm 119.00 Cu.m. 564.59

below sub base and 100 mm for side shoulder of wotk

as per specification and Borrow material with Min CBR

of 18% laid and compacted over. Compacted of native

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

and consolidation) With Vibratory roller exceeding

80KN and not exceeding 120KN etc. complete

90 Providing and laying bituminous base course 37.5 mm 80.00 M.T. 2018.96

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

91 Cat Eye / Road Stud / RPM: Supplying Raised 95.00 No 217.41

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 reflectionof 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 Ð DO III Dt 11.06.

1997. The height, width and length shall not exceed

mm, 130 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 body of

themarker 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 theIRC 35-2015 and as directed by

Engineer-in-charge.

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

92 Direction sign (Junction board):-Providing and fixing 1.00 No 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)...

93 Informatory Signs :-Providing and fixing sing boards 1.00 No 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)...

94 Providing and fixing guard stone as per I.R.C. type 12.00 No 350.81

design including white washing etc. complete fixing in

95 Excavation for foundation up to 1.50 mt depth 165.00 Cu.m. 254.36

including sorting out and stacking of useful material

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

(B) Dense or Hard soil

96 Providing & laying rubble for Gabbion/Appron (each 836.90 Cu.m. 1067.08

stone weight not less than 40 Kg.) including packing &

filling in the interstices with quarry spalls.

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

97 Providing & Suppling of Mechanically Woven, Double 269.00 Cu.m. 1338.30

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.

98 Providing, Supply and Installation of 200 GSM Non 336.00 Sqm 45.45

Woven Geotextile Needle Punched. Polypropylene

Material Having Minimum Roll Size of 5 mtr x 100 mtr

Including all Labours & etc. Complete.

99 Providing and laying rubble pitching of 22.50 cm. thick 687.00 Sqm 617.16

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.

100 Supplying and fixing reinforced concrete heavy duty 25.00 Rmt 5560.01

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 1200 mm Dia.

101 Dismantling of Structures (Dismantling of existing 23.90 Rmt 1414.00

structures like culverts, bridges, retaining walls and

other structure comprising of masonry, cement

concrete, wood work, steel work, including T&P and

scaffolding wherever necessary, sorting the dismantled

material, disposal of unserviceable material and

stacking the serviceable material with all lifts and lead

of 1000 metres)

102 Diversion of watercourse / providing cofferdam and 7.00 Each 50500.00

bund or island as may be necessary for foundation and

maintaining the same for the period as may be

necessary. (For Shravaniya & Medha Amplipada Fadiya)

103 Providing and fixing in position Fe-550D TMT with 135.90 M.T. 90911.01

Fusion bonded epoxy coating (FBEC) bar

reinforcement including cutting, bending, hooking,

tying and welding complete and including forming the

cage and lowering it in position.

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

104 Reinforced Cement Concrete Crash Barrier (Provision of 123.00 Rmt 7824.27

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).

105 Scarifying gravelled macadam or bitumen macadam 304.80 Sqm 41.74

surface 6 cm to 10 cm.depth including stacking useful

materials on road side and disposing off remaining

106 Earth work for embankment having CBR not less than 4571.50 Cu.m. 364.54

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.

107 Hard Murrum for Side shoulder including breaking 6.62 Cu.m. 295.93

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.

108 Providing and casting in situ controlled cement 272.80 Cu.m. 4173.32

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

drawings including centering shuttering, scaffolding

where necessary, laying vibrating, curing and finishing

109 Providing and casting in situ ordinary cement concrete 11.00 Cu.m. 4346.90

M-200 forKerbs/Kerb blocks including formwork, curing

and finishing complete.

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

110 Providing and laying of Filter media with granular 129.00 Cu.m. 782.00

materials/stone crushed aggregates satisfying the

requirements laid down in clause 2504.2.2. of MoRTH

specifications to a thickness of not less than 600 mm

with smaller size towards the soil and bigger size

towards the wall and provided over the entire surface

behind abutment, wing wall and return wall to the full

height compacted to a firm condition complete as per

drawing and Technical Specification.

111 Close Graded Premix Surfacing/Mixed Seal Surfacing 3380.00 Sqm 163.94

(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. )

112 Diversion sing board :-Providing & Fixing sign boards 2.00 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)...

113 Supplying and fixing reinforced concrete heavy duty 50.00 Rmt 4679.42

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.

114 Dismantling of existing structures including stacking of 225.50 Cu.m. 410.89

serviceable materials and disposal of unserviceable

materials with all lead and lift. B) Rubble Masonary

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

115 Supplying and fixing reinforced concrete heavy duty 155.00 Rmt 6621.26

non-pressure 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

casted by vertically vibrated technology of following

internal diameter. 1200mm dia.

116 Facility Informatory Sign :-Providing and fixing sign 2.00 Nos. 3990.64

boards made out of 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

years for the Retro reflective sheeting from original

manufacturer & a certified copy of 3 year outdoor

exposure test report from third party test lab for the

product offered shall be submitted by contractor. (B)

Class-B Type-4 Retro Reflective sheeting.

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

117 Diversion Ahead Sign :-Providing and fixing sign boards 6.00 Nos. 9867.07

made out of 2mm aluminium sheet / 4mm ACP

(Aluminum composite Panel); size 180x60 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; 3.1 mtr long

stand post (2 Nos.) of Iron Angle 50 x 50 x 5mm /

50NB Circular MS Pipe as required and frame fabricated

from suitable size iron angle of 35 x 35 x 3mm; painted

with bestquality epoxy coatings in black and white

bends. The details of symbol for each board shall be as

per the instruction of engineer in charge. The fixing at

site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms.

for each leg including excavation, curing etc.complete

under the supervision of engineer in charge. A

warranty for 7 years for the Retro reflective sheeting

from original manufacturer & a certified copy of 3 year

outdoor exposure test report from third party test lab

for the product offered shall be submitted by

contractor. (B) Class-B Type-4 Retro Reflective

118 Diversion of watercourse / providing cofferdam and 5.00 Each 135178.40

bund or island as may be necessary for foundation and

maintaining the same for the period as may be

necessary. (For Chandapur & Kukarmunda)

119 Providing and casting in situ controlled cement 0.00 0.00 0.00

concrete M-25 for R.C.C. Pier, Abutment, return as per

drawings including centering shuttering,scaffolding

where necessary, laying vibrating, curing and finishing

(A) Height from 0 to 5 mt 1414.30 Cu.m. 5311.59

(B) Height from 5 to 10 mt 43.00 Cu.m. 5636.81

120 Providing and casting in situ controlled cement 38.30 Cu.m. 5550.96

concrete of M 30 Mix for R.C.C. works in pier cap

abutment cap and dirt wall including controlled cement

concrete of required drawings, centering shuttering,

scaffolding wherever necessary laying vibrating curing

and finishing complete.

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

121 Facility Informatory Sign :-Providing and fixing sign 4.00 Nos. 5906.48

boards made out of 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 Micro Prismatic Grade

retro refiectivesheeting of Type-11 as per ASTM D-4956

and latest M.O.S.T.Specifications; 3.6mtr long stand

post of 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 foreach board shall be as per theinstruction 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 be submitted by contractor. (A)

Class-C Type-11 Retro Reflective sheeting

122 Supplying and fixing reinforced concrete heavy duty 265.00 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.

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

Seventeen Crores Five Lacs Fifteen Thousand Seven Hundred Eighty Three & Paise Eighty Nine 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. 52,05,016.14 ( Rs. Fifty Two Lacs Five Thousand Sixteen & paisa Fourteen 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 Deputy Executive Engineer

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

Deputy Executive Engineer Divisional Account

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

Executive Engineer

Panchayat (R & B) Division