Road work

Name Of Work : Resurfacing of Pithvadi-Ganeshgadh-Gadhakada-Vijapadi Road (MDR), Ch-0/00 to 14/600 kms; Dist.- Amreli.

Bill Of Quantity

Sr.no. Description of item Quantities Unit Estimated rates. Total amount

Sr.no. Description of item Quantities Unit Estimated rates. Total amount

estimated In figure according to

1 Clearing and grubbing road land including uprooting 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(A) By Mechanical

means in area of light jungle

2 Scarifying gravelled macadam or bitumen macadam surface 6cm to 10cm.

Depth including stacking useful materials on road side and disposing off

remaining stuff, also providing and carrying out cleaning of existing road

surface after scarifying prior to application of tack coat or laying of 31400.00 Sqm 45.45

bituminous layer by compressed air and/or manual means, including removal

of loose materials, dust, silt, debris and foreign matter, complete as directed

by the Engineer-in-Charge.

3 Providing and laying 50mm dense graded bituminous macadam with tack coat

at the rate of 2.50 Kg./ 10 Sqm, with higher capacity Drum type HMP. Using

crushed aggregates of specified grading, premixed with bituminous binder

(VG-30) @ 4.5 percent by weight of total mix and filler, transporting the hot

mix to work site, laying with a hydrostatic paver finisher with sensor control 9310.00 M.T. 3509.75

to the required grade, level and alignment, rolling with smooth wheeled,

vibratory and tandem rollers to achieve the desired compaction as per

MORT&H specification clause No. 505 complete in all respects.

4 Providing and laying 30mm bituminous concrete with higher capacity Drum

type hot mix plant using crushed aggregates of specified grading, premixed

with bituminous binder VG-30 @ 5.4 percent of mix and filler, transporting

the hot mix to work site, laying with a hydrostatic paver finisher with sensor

control to the required grade, level and alignment, rolling with smooth

wheeled, vibratory and tandem rollers to achieve the desired compaction as

per MORTH specification clause No. 507 complete in all respects

5 Supplying , stacking, spreading , rolling and watering hard murrum as

directed for side shoulder as directed with 10 km lead.

6 Dismantling of Cement Concrete Pavement (Dismantling of cement concrete

pavement by mechanical means using pneumatic tools, breaking to pieces

not exceeding 0.02 cum in volume and stock piling at designated locations

and disposal of dismantled materials up to a lead of 1000 metres, stacking

serviceable and unserviceable materials separately)

7 Dismantling of Flexible Pavements Bituminous course (Dismantling of

flexible pavements and disposal of dismantled materials up to a

lead of 1000 metres, stacking serviceable and unserviceable materials

separately) by Mechanical Means.

8 Dismantling of Flexible Pavements Granular courses (Dismantling of

flexible pavements and disposal of dismantled materials up to a

lead of 1000 metres, stacking serviceable and unserviceable materials

separately) by Mechanical Means.

9 Box cutting the road surface to proper slope and camber for making a base

for road work including removing the excavated stuff and depositing on the 2870.00 Cum 109.41

road side slope as directed upto 50Mt.lead.

10 Constuction of Sub Granular Sub base(Grade-IV) 200 mm Thick by providing

close graded materials, Mixing in mechanical mix plant at OMC, Carriage of

mixed material to work site, Spreading in uniform layers with motor grader 2870.00 Cum 893.85

on prepared surface and compacting with vibratory power roller to achieve

the desired density, complete as per clause -

Name Of Work : Resurfacing of Pithvadi-Ganeshgadh-Gadhakada-Vijapadi Road (MDR), Ch-0/00 to 14/600 kms; Dist.- Amreli.

Bill Of Quantity

Sr.no. Description of item Quantities Unit Estimated rates. Total amount

Sr.no. Description of item Quantities Unit Estimated rates. Total amount

estimated In figure according to

11 Dry Lean Cement Concrete Sub- base (Construction of dry lean cement

concrete Sub- base over a prepared sub-grade with coarse and fine aggregate

conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm,

aggregate cement ratio not to exceed 15:1, aggregate gradation after

blending to be as per table 600-1, cement content not to be less than

kg/ cum, optimum moisture content to be determined during trial length

construction, concrete strength not to be less than 10 Mpa at 7 days, mixed

in a batching plant, transported to site, laid with a paver with electronic

sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.)

12 Construction of plain, un-reinforced, dowel-jointed cement concrete

pavement over prepared sub-base,with concrete grade M -25, using 53-grade

cement @ 380 kg/m³, coarse & fine aggregates conforming to IS:383 (max

coarse agg. 25 mm), mixed in batching plant, transported to site, laid using

fixed/manual formwork, compacted and finished with hand/portable

equipment, provision for laying LDPE Sheet (125 microns minimum) &

contraction/expansion/construction/longitudinal joints, dowel bars, tie rods,

joint filler, debonding strip, sealant primer, joint sealant, approved

admixtures, curing, finishing to lines and grades as per drawings and

directions of Engineer-in-Charge.

13 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete

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

vibrated mechanically and as per approved design Confirming to IS

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

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

14 Providing and fixing pre-cast concrete kerb stone of gray cement based

concrete block 30cm length,30cm height and 15cm thick of M200 grade

concrete as per approved design and including excavation for fixing in proper 4370.00 Rmt 402.55

line and level,filling the joint with C:M 1:3 (1cement:3fine sand) etc

15 Earthwork for embankment including breaking clods, dressing with all lead

and lift including watering, rolling and consolidation of sub grade in layer

and consolidation of sub grade in layers at OMC to required dry density,

filling the depressions which occur during the process using power roller 8T

to 10T & also preparing the slope and camber (C) From Borrow area within

2.0 Km.lead (with minimum 8% CBR)

16 Constuction of Sub Granular Sub base(Grade-i) 200 mm Thick by providing

close graded materials, Mixing in mechanical mix plant at OMC, Carriage of

mixed material to work site, Spreading in uniform layers with motor grader 2134.66 Cum 783.76

on prepared surface and compacting with vibratory power roller to achieve

the desired density, complete as per clause -

17 Providing and laying compacted WBM of grading I , B.T.M.C.metal of size of

size 45 to 63 mm in required layers including using 13% stone screening

mm size and 7% stone dust as filler including spreading watering and

consolidation by vibratory roller etc complete. (RA)

18 Providing, laying, spreading and compacting graded stone aggregate to wet

mix macadam specification including premixing the Material with water at

OMC in mechanical mix plant carriage of mixed Material by tipper to site,

laying in uniform layers with grader in sub- base / base course on well

prepared surface and compacting with vibratory roller to achieve the desired

Name Of Work : Resurfacing of Pithvadi-Ganeshgadh-Gadhakada-Vijapadi Road (MDR), Ch-0/00 to 14/600 kms; Dist.- Amreli.

Bill Of Quantity

Sr.no. Description of item Quantities Unit Estimated rates. Total amount

Sr.no. Description of item Quantities Unit Estimated rates. Total amount

estimated In figure according to

19 Providing and applying PRIMER COAT with bitumen emulsion using emulsion

pressure distributor at the rate of 0.75kg/sqm on prepared surface of

granular base including clearing of road surface using mechanical brooms.

20 Road marking with hot applied thermoplastic paintswith reflectorising

glass beads on bitumen surface providing and laying a hot applied

thermoplastic compound 2.5 mm thick including reflectorising glass beads

@ 250 gms per sqm area, thickness of 2.5 mm 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 colour marking 5004.00 Sqm 367.73

should provide liminance coefficient on cemend road shall be min

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 the section 15 of IRC 35-2015 Warranty for the Retro reflectivity

should be two years

21 Regulatory / Mandatory Sign :-Providing and fixing sign 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 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 sheeting.

22 Cautionary Warning Sign :-Providing and fixing sign boards made out of 2mm

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

cms. equilateral triangle as per design of IRC-67-2012. Pre treated with

phospheting process & acid etching; coated with one coat of epoxy

primer and two coats of best quality epoxy paint ; reflectorised

with High Intensity Prismatic Grade retro refiectivesheeting of Type-4 as

per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr long stand post of

Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and

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

with bestquality epoxy coatings in black and white bends. The details of

symbol for each board shall be as per the instruction of engineer in charge.

The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each

leg including excavation, curing etc.complete under the supervision of

engineer in charge. A warranty for 7 years for the Retro reflective sheeting

from original manufacturer & a certified copy of 3 year outdoor exposure

test report from third party test lab for the product offered shall be

submitted by contractor. (B) Class-B Type-4 Retro Reflective sheeting

Name Of Work : Resurfacing of Pithvadi-Ganeshgadh-Gadhakada-Vijapadi Road (MDR), Ch-0/00 to 14/600 kms; Dist.- Amreli.

Bill Of Quantity

Sr.no. Description of item Quantities Unit Estimated rates. Total amount

Sr.no. Description of item Quantities Unit Estimated rates. Total amount

estimated In figure according to

23 Direction (Junction) Sign :-Providing and fixing sign boards made out of 2mm

aluminium sheet / 4mm ACP (Aluminum composite Panel); size 244x122 cms.

rectangular as per design of IRC-67-2012. Pre treated with phospheting

process & acid etching; coated with one coat of epoxy primer and two coats

of best quality epoxy paint; reflectorised with High Intensity Prismatic Grade

retro refiectivesheeting of Type-4 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 4.0mtr (2 Nos.) long stand post of Iron Angle 75 x

x 6mm / 65NB Circular MS Pipe as required and frame fabricated from

suitable size iron angle of 50x50x5mm; painted with bestquality epoxy

coatings in black and white bends. The details of symbol for each board shall

be as per the instruction of engineer in charge. The fixing at site shall be in

1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg including excavation,

curing etc.complete under the supervision of engineer in charge. A warranty

for 7 years for the Retro reflective sheeting from original manufacturer & a

certified copy of 3 year outdoor 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

24 Place Identification Sign :-Providing and fixing sign boards made out of 2mm

aluminium sheet / 4mm ACP (Aluminum composite Panel); size 150x90 cms.

rectangular as per design of IRC-67-2012. Pre treated with phospheting

process & acid etching; coated with one coat of epoxy primer and two coats

of best quality epoxy paint; reflectorised with High Intensity Prismatic Grade

retro refiectivesheeting of Type-4 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 4.0mtr (2 Nos.) long stand post of Iron Angle 75 x

x 6mm / 65NB Circular MS Pipe as required and frame fabricated from

suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy

coatings in black and white bends. The details of symbol for each board shall

be as per the instruction of engineer in charge. The fixing at site shall be in

1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg including excavation,

curing etc.complete under the supervision of engineer in charge. A warranty

for 7 years for the Retro reflective sheeting from original manufacturer & a

certified copy of 3 year outdoor exposure test report from third party test

lab for the product offered shall be submitted by contractor. (B) Class-B Type-

4 Retro Reflective sheeting

25 Hazard Marker Sign :-Providing and fixing sign boards 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

Name Of Work : Resurfacing of Pithvadi-Ganeshgadh-Gadhakada-Vijapadi Road (MDR), Ch-0/00 to 14/600 kms; Dist.- Amreli.

Bill Of Quantity

Sr.no. Description of item Quantities Unit Estimated rates. Total amount

Sr.no. Description of item Quantities Unit Estimated rates. Total amount

estimated In figure according to

26 Tree Guard sign :-Providing & fixing sign board made out of 2mm aluminium

sheet / 3mm ACP (Aluminum composite Panel),size 30cms diameter circle,

pretreated with phospheting process and acid etching, painted with one coat

of epoxy primer and two coats of best quality epoxy paint reflectorised with

retro reflective sheeting as per latest M.O.S.T. specifications. 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 sheeting

27 Village name Sign :-Providing and fixing sign boards made out of 2mm

aluminium sheet / 4mm ACP (Aluminum composite Panel); size 90x60 cms.

rectangular as per design of IRC-67-2012. Pre treated with phospheting

process & acid etching; coated with one coat of epoxy primer and two coats

of best quality epoxy paint; reflectorised with High Intensity Prismatic Grade

retro refiectivesheeting of Type-4 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.3mtr long stand post of Iron Angle 75 x 75 x 6mm /

65NB Circular MS Pipe as required and frame fabricated from suitable size

iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black

and white bends. the details of symbol or inscription / numerals for each

board shall be as per the instruction of engineer in charge. The fixing at site

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

excavation, curing etc.complete under the supervision of engineer in charge.

A warranty for 7 years for the Retro reflective sheeting from original

manufacturer & a certified copy of 3 year outdoor 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

28 Sign board per Square Meter :-Providing and fixing sign boards made out of

2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 1 meter

x 1meter as per design of IRC-67-2012. Pre treated with phospheting process

& acid etching; coated with one coat of epoxy primer and two coats of best

quality epoxy paint; reflectorised with High Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 4 mtr long stand post (2 Nos.) of Iron Angle 75 x 75 x

6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable

size iron angle of 50x50x5mm; painted with bestquality epoxy coatings in

black and white bends. the details of symbol or inscription / numerals for

each board shall be as per the instruction of engineer in charge. The fixing at

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

excavation, curing etc.complete under the supervision of engineer in charge.

A warranty for 7 years for the Retro reflective sheeting from original

manufacturer & a certified copy of 3 year outdoor exposure test report from

third party test lab for the product offered shall be submitted by contractor.

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

Name Of Work : Resurfacing of Pithvadi-Ganeshgadh-Gadhakada-Vijapadi Road (MDR), Ch-0/00 to 14/600 kms; Dist.- Amreli.

Bill Of Quantity

Sr.no. Description of item Quantities Unit Estimated rates. Total amount

Sr.no. Description of item Quantities Unit Estimated rates. Total amount

estimated In figure according to

29 Chevron sign :-Providing and fixing sign boards made 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 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.

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

30 Cat Eye / Road Stud / RPM: Supplying of Molded Twin 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,

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 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 Engineer-in-

31 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal

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

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

post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below

ground/road level, all steel parts and fitments to be galvanised by hot dip 270.00 Rmt 3468.34

process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be

fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm,

330 mm long complete as per clause 811)

32 Providing and fixing post and pipe railing as per detailed drawing

including 3 coats of painting to steel works complete.

33 Demolition including stacking of serviceable materilas and disposal of

unserviceable materials with all lead and lift. (i) R.C.C. work

34 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

35 Providing and filling in foundation with ordinary Cement concrete M-100 mix

and providing necessary vertical pin headers including formwork, vibrating, 471.00 Cum 3345.58

ramming and curing complete.

Name Of Work : Resurfacing of Pithvadi-Ganeshgadh-Gadhakada-Vijapadi Road (MDR), Ch-0/00 to 14/600 kms; Dist.- Amreli.

Bill Of Quantity

Sr.no. Description of item Quantities Unit Estimated rates. Total amount

Sr.no. Description of item Quantities Unit Estimated rates. Total amount

estimated In figure according to

36 Providing & casting in situ ordinary cement concrete M-200 mix and providing

necessary pin headers including shuttering, scaffolding, laying, vibrating,

curing and finishing complete without V-Groves.(A) Height from 0.0 M. to

37 Providing and laying in position FE 500D TMT bar reinforcement including

cutting, bending, hooking and tying complete as per detailed drawings for 54.94 M.T. 73858.69

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

38 Supplying and fixing reinforced concrete heavy duty non-pressure 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) 120.00 Rmt 3469.25

of class NP3 of following internal daimeters.(v) 900mm dia.

39 Filling around the pipes with murrum including dressing, tampering etc.

40 Providing and Casting in situ controlled Cement Concrete M-200 for R.C.C.

Raft and cutt-off walls including necessary shuttering laying, vibrating, 126.00 Cum 4620.44

ramming and curing complete.

41 Providing and casting in situ controlled cement concrete M-250 for R.C.C.

return as per drawings including centering shuttering, scaffolding where

necessary, laying vibrating, curing and finishing complete.(A) Height from

to 5.0 M. (1) Piers (2) Abutment (3) RCC return

42 Providing and laying wheep holes in abutment and returns by using A.C. pipes

of 100 mm dia laying in proper grade and joining etc. complete as per 630.00 Nos. 56.12

detailed specifications.

43 Providing and casting in situ controlled cement concrete M-250 for

R.C.C. work in pier cap,abutment cap and dirt wall including controlled

cement concrete M-250 bed blocks or pedstals of required size below

bearings as per detailed drawings, centering, shuttering, scaffolding,

wherever necessary, laying vibating, curing and finishing complete.

44 Providing and fixing in position Mild steel dowel bars in pier caps or

abutment caps for anchorage in fixed end as per detailed drawings including 32.00 Nos. 341.28

cutting, bending and welding complete.

45 Providing and fixing in position Mild steel dowel bars in pier caps or

abutments caps for anchorage in free end as per detailed drawing including 16.00 Nos. 399.69

cutting, bending and welding complete.

46 Providing and casting in situ controlled cement concrete M-250 for R.C.C.

work in superstructure including centering, shuttering scaffolding, ramming,

vibrating curing and finishing complete.(B) Balanced cantilever box type

supersturcture. (I) slab

47 Providing and casting in situ ordinary cement concrete M-200 forKerbs/Kerb

blocks including formwork, curing and finishing complete.

48 Providing and casting in situ controlled cement concrete M-300 for average

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

finishing, curing and filling in joints with bitumen complete (410-360 = 35.00 Cum 5564.87

49 Provding P.V.C. 100 mm diameter water spouts including necessary iron

gratings as per drawings.

50 Providing 12 mm thick pre moulded asphalt filler joints as per drawings. 46.00 Sqm 703.52

51 Providing and laying - Fitter Media 600mm thick directed at the back of

abutments, returns and wing walls as per detailed specifications.

52 Filling available excavated earth (excluding rock) in trenches.

plinth, sides of foundations etc. in layers not exceeding 20 cm. in depth 887.00 Cum 136.91

consolidating each disposited layer by ramming and watering.

Name Of Work : Resurfacing of Pithvadi-Ganeshgadh-Gadhakada-Vijapadi Road (MDR), Ch-0/00 to 14/600 kms; Dist.- Amreli.

Bill Of Quantity

Sr.no. Description of item Quantities Unit Estimated rates. Total amount

Sr.no. Description of item Quantities Unit Estimated rates. Total amount

estimated In figure according to

53 Numbering the C.D. work with approved paint including all materials for

painting etc. complete.

54 Providing flood gauge marks on substructure as per design including painting

55 Construction of plain, un-reinforced, dowel-jointed cement concrete

pavement over prepared sub-base,with concrete grade M -30, using 53-grade

cement @ 410 kg/m³, coarse & fine aggregates conforming to IS:383 (max

coarse agg. 25 mm), mixed in batching plant, transported to site, laid using

fixed/manual formwork, compacted and finished with hand/portable

equipment, provision for contraction/expansion/construction/longitudinal

joints, dowel bars, tie rods, joint filler, debonding strip, sealant primer,

joint sealant, approved admixtures, curing, finishing to lines and grades as

per drawings and directions of Engineer-in-Charge.

56 Providing and fixing in position FE 500D TMT bar reinforement including

cutting, bending and tying complete as per detailed drawings. (A) R.C.C. 18.20 M.T. 73243.01

Kerb.(A) Solid Slab, (B) R.C.C. Approch slab. (C) Wearing Coat.

57 Providing and casting in situ controlled cement concrete M-200 for R.C.C.

return as per drawings including centering shuttering, scaffolding where

necessary, laying vibrating, curing and finishing complete. (A) Height from

0.0 to 5.0 M. (1) Piers (2) Abutment (3) RCC return

58 Supplying and fixing reinforced concrete heavy duty non-pressure 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) 30.00 Rmt 5560.00

of class NP3 of following internal daimeters.(vii) 1200mm dia.

59 Providing and casting in situ controlled cement concrete M-200 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 to 5.0 M. (1) Retaining wall

60 Providing and laying wheep holes in abutment and returns by using A.C. pipes

of 100 mm dia laying in proper grade and joining etc. complete as per 488.00 Nos. 56.13

detailed specifications.

61 Filling available excavated earth (excluding rock) in trenches.

plinth, sides of foundations etc. in layers not exceeding 20 cm. in depth 54.00 Cum 136.96

consolidating each disposited layer by ramming and watering.

62 Providing panel wall for dry stone pitching in uncourased rubble masonary

with hard stone of approved quality in cement. mortar 1:5 including curing 147.00 Cum 2650.76

63 Earthwork for embankment for subgrade including breaking clods, dressing

with all lead and lift including watering, rolling and consolidation of sub

grade in layer and consolidation of sub grade in layers at OMC to required dry

density, filling the depressions which occur during the process using power 9948.00 Cum 361.58

roller 8T to 10T & also preparing the slope and camber (C) From Borrow area

within 20.0 Km.lead (with minimum 6% CBR as sub Grade)

64 Constuction of Sub Granular Sub base(Grade-VI) 200 mm Thick by providing

close graded materials, Mixing in mechanical mix plant at OMC, Carriage of

mixed material to work site, Spreading in uniform layers with motor grader 1460.00 Cum 732.25

on prepared surface and compacting with vibratory power roller to achieve

the desired density, complete as per clause -

Name Of Work : Resurfacing of Pithvadi-Ganeshgadh-Gadhakada-Vijapadi Road (MDR), Ch-0/00 to 14/600 kms; Dist.- Amreli.

Bill Of Quantity

Sr.no. Description of item Quantities Unit Estimated rates. Total amount

Sr.no. Description of item Quantities Unit Estimated rates. Total amount

estimated In figure according to

65 Providing and Laying 20 mm thick mix Seal Surface using B.T. stone

aggregate chips at the rate of 0.66 cum/M.T. as per gradation of MORTH and

emulsion for tack coat at the rate of 2.50 Kg/10Sqm and asphalt VG-30 for

mixing at 5.10% (i.e.51.00 kg./M.T.) of total mix heating & mixing by

continuous of drum mix plant and transporting, spreading, laying the same by 322.00 M.T. 3957.18

paver finisher and consolidation with vibratory power roller including cost of

fuel, kerosene, lubricant, labour charges etc. comp. using contractor's own

drum mix plant, necessary equipments, tools and plants etc. complete.

66 Supplying and fixing reinforced concrete heavy duty 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 NP3 casted by 165.00 Rmt 3271.57

vertically vibrated technology of following internal diameter. (v) 900 mm dia.

67 Diversion Ahead Sign :-Providing and fixing sign boards 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

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 sheeting

Name Of Work : Resurfacing of Pithvadi-Ganeshgadh-Gadhakada-Vijapadi Road (MDR), Ch-0/00 to 14/600 kms; Dist.- Amreli.

Bill Of Quantity

Sr.no. Description of item Quantities Unit Estimated rates. Total amount

Sr.no. Description of item Quantities Unit Estimated rates. Total amount

estimated In figure according to

68 Men at work (2' x 2') sign :-Providing and fixing sign boards made out of

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

60cmx60cm 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 of 50x50x5mm; painted with bestquality epoxy coatings in black

and white bends. the details of symbol or inscription / numerals for each

board shall be as per the instruction of engineer in charge. The fixing at site

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

excavation, curing etc.complete under the supervision of engineer in charge.

A warranty for 7 years for the Retro reflective sheeting from original

manufacturer & a certified copy of 3 year outdoor exposure test report from

third party test lab for the product offered shall be submitted by contractor.

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

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

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.

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

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

All work shall be carried out as per P.W.D. Hand Book and other specification of the Division or as directed.

All the columns in the Schedule be filled in ink and the total of the entries in the last column should be struck by the contractor under

Rates quoted include clearance of site (prior commencement of work and at its close) in all respects and hold good for work under all

conditions, site moisture, weather etc.

The contractor shall exhibit the details of work, tender amount, specifications as per Govt. circular No. BDG / 3277 / 1657 Dated. 26-4-

1978 and G.R. No. TNC/ 1090-24 C, Dated. 18-11-91 as directed by the Engineer-in-charge on the work site for which contactor

In R.C.C. item where there is change of grade mix orchange as per actual mix design the difference of of cement consumption shall be

added / deducted from rate of original item at the rate of star rate mentioned in the tender.

For earthquake resistance provision the works shall be carried cut as per the intruction of Engineer in charge.

The other conditions of Schedule "B" will remain unchanged.

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Contractor shall even 'NIL' percentage. If deduction is offered.

Credit for Material 55,92,790.00 & Credit for Diversion Amount is

Deputy Executive Engineer Executive Engineer

Name Of Work : Resurfacing of Pithvadi-Ganeshgadh-Gadhakada-Vijapadi Road (MDR), Ch-0/00 to 14/600 kms; Dist.- Amreli.

Bill Of Quantity

Sr.no. Description of item Quantities Unit Estimated rates. Total amount

Sr.no. Description of item Quantities Unit Estimated rates. Total amount

estimated In figure according to

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