Road Works

Name of Work :: Widening & Strengthening of Dakor Kalsar Raniya (MDR) Road

km. 0/00 to 14/900 (From 7.0 mtr. to 10.0 mtr.) Dist. Kheda

BILL OF QUANTITIES

Item Description of Item Quantity Unit Rate In Amount

No. (with brief specification and reference to book of figures

specifications)

[1] Clearing and grubbing road land including uprooting rank 14.900 Hecter 28393.040

vegetation, grass, bushes, shrubs, saplings and trees girth

up to 300 mm, removal of stumps of trees cut earlier and

disposal of unserviceable material. (C) By mechenical

means in area of light jungle.

[2] Earthwork for embankment including breaking clods, 10363.240 Cum 169.440

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 10T.

(Including all lead and lift) (Soil having CBR >=5%)

[3] Scarifying gravelled macadam or bitumen macadam surface 104300.000 Sqm 39.620

6 cm to 10 cm.depth including stacking useful materials on

road side and disposing off remaining stuff.

[4] Box cutting the road surface to proper slope and camber 102037.500 Cum 104.200

for making a base for road work including removing the

excavated stuff and depositing on the road side slope as

directed upto all lead.

[5] Construction of 300 mm thick compacted of SUBGRADE 39915.000 Cum 804.810

(with coarse Sand) including watering up to OMC, rolling,

and consolidation with vibratory roller, levelling with motor

grader etc as directed. (CBR not less than 6%)

[6] Construction of granular Sub base by providing GSB Grade- 27966.000 Cum 1098.770

V coarse graded material BTMC using aggregate 26.5 mm

to 9.5 mm @ 64%, 9.5 mm to 4.75 mm @ 11% and stone

dusts 4.75 mm and below @ 25% incl. spreading in

uniform layers with motor grader on prepared surface

mixing by mix in place method with rotavator at OMC and

compacting with vibratory roller to achieve the desired

density complete as per Clause 401.2 Table

[7] Providing and laying spreading and compacting graded 17921.250 Cum 988.250

stone aggregate to wet mix macadam 250 mm thick as per

MORT&H specification including pre mixing 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

desire density.

Item Description of Item Quantity Unit Rate In Amount

No. (with brief specification and reference to book of figures

specifications)

[8] Providing & laying priming coat with emulsion SS-1 grade 71685.000 Sqm 61.110

and spraying emulsion with spray set fitted on mechanical

bouzer using emulsion at the rate of 7.5 Kg./10 Sqm. On

WMM surface incl. cleaning the surface etc. complete.

[9] Providing and laying 50 mm (2-Layers) Thick Bitumious 28166.600 MT 2640.950

Mecadam B.T. Aggregate as per MORT & H specification

and VG-30 for tack coat @ 2.50 Kg./10 smt. with

Mechanical sprayer & Bitumen Grade VG-30 for mixing @

34 Kg./Mt. i.e. 3.40 % by weight of total mix including

heating and mixing the aggregate & asphalt in continuous

batch mix plant and spreading the same by sensor paver

finisher & consolidation with vibratory roller including

providing all materials equipments, tools & plant, fire

wood, oil, kerosene, labour charges etc. complete using

contractor’s own machinery drum mix plant & paver

finisher etc. complete.

[10] Providing and laying 25 mm thick (Compacted ) Semi - 7361.730 MT 3199.740

dence Bituminous concrete on exiting bituminous surface

and using specified graded black trapped machine crushed

aggregate with 5% Bitumen VG-30 grade bitumen by Wt of

total mix as per MORTH specification including heating and

mixing of asphalt with B.T. chips in continuous batch mix

plant and transporting same at site and speading by sensor

paver finisher and consolidation the same with pair of

tonnes to 10 tonnes vibratory roller to achive desire

density and including flusing the stone dust @0.03

cum/10smt including cost of required tools , plants, all

machineries, equipment fire wood , oil, kerosene, charges

[11] Providing 125 mm thick compacted side shoulder of Quarry 5587.500 Cum 531.400

Spall on road site including collection of material spreading,

rolling of watering etc. complete as directed.

[12] Providing and casting in situ ordinary cement concrete M- 3862.500 Cum 4391.230

150 mix for well steining including, necessary shuttring,

laying vibrating and curing complete.

Item Description of Item Quantity Unit Rate In Amount

No. (with brief specification and reference to book of figures

specifications)

[13] Providing and cast in situ vaccum De-watered unireinforced 6250.000 Cum 5706.210

cement concrete of Grade M-30-Trimix floring for average

30 cm thick wearing coat / C.C. pavement laid as directed in

approved side form work including vibrating by needle

vibrator and leveling with trimix, surface vibrator, Vaccum

De-watering with trimix vaccum pump, floating and further

compaction, and finished in continous operation including

cutting the concrete with concrete cutting machine for

contraction joints at every 4.00 mtr. and expansion joint at

interval of 40 mtr. of size 6 x 12 mm to 12 x 25 mm deep or

as specified/providing stripped/broom finish evenl,

applying debonding strips, bitumen primer, bituminous

sealant, separation membrane and curing etc. complete.

[14] Providing and fixing indicator stone of approved stone as 745.000 No. 343.270

per I.R.C. type design in C.C. 1:4:8 including white washing

etc. complete.(ii) Fixing in C.C. 1:5:10

[15] Providing and fixing guard stone as per I.R.C. type design 179.000 No. 349.110

including white washing etc. complete.(ii) Fixing in C.C.

[16] Providing and fixing Hectometer as per I.R.C. type design 120.000 No. 356.500

including painting, lettering etc. complete.(ii) Fixing in C.C.

[17] Providing and fixing ordinary kilometer stone of pre-cast 24.000 No. 1290.570

C.C. 1:2:4 including necessary reinforcement as per I.R.C.

type design including fixing in C.C. 1:4:8 including painting,

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

[18] Providing and fixing 5th Kilometer stone of precast C.C. 4.000 No. 1935.150

1:2:4 including necessary reinforcement as per I.R.C. type

design in C.C. 1:4:8 including painting,lettering

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

[19] Road marking with hot applied thermoplastic paints with 6311.000 Sqm 367.720

reflectorising glass beads on bitumin surface providing and

laying a hot applied thermoplastic compound 2.5 mm thick

including reflectorising glass beads @ 250gms per sqm

area, thickness of 2.5mm is excluding of surface applied

glass beds as per IRC:35-2015. The finished surface to be

level, uniform and free from streaks and holes. zebra patta

/bump patta lane/center line/ edge line/cut patta. The

white color marking should provide liminance coefficinet

on cemend road shalll be min 130 mcd/m2/lux and Asphalt

road shall be min 100 mcd/m2/lux during the service life

during the day time. The marking should meet the

performance criteria for night time reflectivity, wet

reflectivity and skid resistance as mentioned in the section-

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

should be two years.

Item Description of Item Quantity Unit Rate In Amount

No. (with brief specification and reference to book of figures

specifications)

[20] Cat Eye / Road Stud / RPM: Supplying of Molded Twin 4204.000 No. 326.230

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 +/-

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-charge.

[21] Cautionary Warning Sign :-Providing and fixing sign boards 124.000 No. 3906.190

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.

Item Description of Item Quantity Unit Rate In Amount

No. (with brief specification and reference to book of figures

specifications)

[22] Regulatory / Mandatory Sign :-Providing and fixing sign 42.000 No. 3540.120

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 reated 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 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.

[23] STOP Sign :-Providing and fixing sign boards made out of 14.000 No. 6704.360

2mm aluminium sheet / 4mm ACP (Aluminum composite

Panel); size 90 cms Octagone as per design of IRC-67-

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. (B) Class-

B Type-4 Retro Reflective sheeting.

Item Description of Item Quantity Unit Rate In Amount

No. (with brief specification and reference to book of figures

specifications)

[24] Direction (Junction) Sign :-Providing and fixing sign boards 14.000 No. 21287.510

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 Micro Prismatic Grade retro

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

latest M.O.S.T.Specifications; 4.0mtr long (2 Nos.) stand

post of 75 x 75 x 6mm / 65NB Circular MS Pipe as required

and frame fabricated from suitable size iron angle of 50 x

50 x 5mm; 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. (B) Class-

B Type-4 Retro Reflective sheeting.

[25] Distance Informatory / Destination Sign :-Providing and 14.000 No. 18254.190

fixing sign boards made out of 2mm aluminium sheet /

4mm ACP (Aluminum composite Panel); size 180x120 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; 4.0mtr long (2 Nos.) stand

post of 75 x 75 x 6mm / 65NB Circular MS Pipe as required

and frame fabricated from suitable size iron angle of 50 x

50 x 5mm; 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. (B) Class-

B Type-4 Retro Reflective sheeting.

Item Description of Item Quantity Unit Rate In Amount

No. (with brief specification and reference to book of figures

specifications)

[26] Place Identification Sign :-Providing and fixing sign boards 14.000 No. 12341.520

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 Micro Prismatic Grade retro

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

latest M.O.S.T.Specifications; 4.0mtr long (2 Nos.) 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. (B) Class-

B Type-4 Retro Reflective sheeting.

[27] Village Name Sign :-Providing and fixing sign boards made 12.000 No. 6397.430

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 Micro

Prismatic Grade retro refiectivesheeting of Type-11 as er

ASTM D-4956 and latest M.O.S.T.Specifications; 3.3mtr

long stand post of 75 x 75 x 6mm / 65NB cular 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/letters / 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.

Item Description of Item Quantity Unit Rate In Amount

No. (with brief specification and reference to book of figures

specifications)

[28] Chevron sign :-Providing and fixing sign boards made out of 50.000 No. 4681.350

1.5mm aluminium sheet / 3mm ACP (Aluminum composite

Panel); size 60x50 cm 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; 3.3 mtr long stand post of

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

fabricated from suitable size iron angle of 50 x 50 x5mm;

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

x 45 x 60 Cms. for each leg.including excavation, curing

etc.complete under the supervision of engineer in charge.

A warranty for 10 years for the Retro reflective sheeting

from originaa manufacturer & a certified copy of 3 year

outdoor exposure test report from third party est lab for

the product offered shall be submitted by contractor. (A)

Class-C Type-11 Retro Reflective heeting

[29] Hazard Marker Sign :-Providing and fixing sign boards made 40.000 No. 3518.690

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 Micro

Prismatic Grade retro refiectivesheeting of Type-11 as per

ASTM D-4956 and latest M.O.S.T.Specifications; 1.8mtr

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

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.

[30] Supplying and fixing reinforced concrete heavy duty non- 100.000 Rmt 649.920

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) of class NP3 of following internal diameters.(i)

Item Description of Item Quantity Unit Rate In Amount

No. (with brief specification and reference to book of figures

specifications)

[31] Providing and fixing pre-cast concrete kerb stone of gray 500.000 Rmt 361.640

cement based concrete block 30cm length,30cm height and

15cm thick of M250 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:3fine sand) etc

[32] Painting two coats (excluding priming coat) on new steel 225.000 Sqm 87.810

and other metal surface with enamel paint, brushing,

interior to give an even shade including cleaning the

surface an even shade including cleanicn the surface of all

dirt, dust and other foreign matter.

[33] Type - A, "W" : Metal Beam Crash Barrier (Providing and 2550.000 Rmt 3344.110

erecting a "W" metal beam crash barrier comprising of

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 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)

[34] Excavation for foundation in sand, gravel, clay soft soils and 3838.340 Cum 486.770

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 200.450 Cum 3245.560

concrete M-100 mix and providing necessary vertical pin

headers including formwork, vibrating, ramming and curing

complete.(more than 10 ton)

[36] Providing and casting in situ Ordinary cement concrete M- 2133.490 Cum 3637.070

150 for R.C.C. Raft and cut-off walls including necessary

shuttering laying, vibrating, ramming and curing complete.

(more than 10 ton)

[37] Supplying and fixing reinforced concrete heavy duty non 475.000 Rmt 3246.190

pressure pipes with collars for culverts including setting

and jointing the pipes in cm 1:2 watering and laying (To

level of slope ) of I.S class NP-3 casted by vertically

vibrated technology of following internal diameters. in

[38] Numbering the C.D.work with approved paint including all 38.000 No. 58.800

materials for paintings etc. complete.

[39] Providing and laying in position FE 500/500D TMT bar 106.148 MT 73217.530

reinforcement including cutting, bending, hooking and

tying complete as per detailed drawings for the

following.(A) Piers (B) Abutments (C) R.C.C. Returns (D) For

Item Description of Item Quantity Unit Rate In Amount

No. (with brief specification and reference to book of figures

specifications)

[40] Providing & laying weep hole in Aburtments, and returns 1975.000 No. 45.810

by using A.C. pipe of 100mm including laying in proper

grede and jointing the completed as per detailed

[41] Providing Yellow and Black Patta ( three coat) including 1098.390 Sqm 86.860

distempeing (Three coats) with oil bound distemper of

approved brand and manufacture and of required shade

on wall surfaces to give an even shade, over and including

a priming coat with distemper primer of approved brand

and manufacture after thoroughly brushing the surface

free from mortar dropping and other foreign matter and

also including preparing the surface even and sand

papered smooth as per instruction of Engineer Incharge.

[42] Providing and laying rubble for appron (each stone 619.030 Cum 1041.050

weighting not less than 40Kg.) including and packing and

filing in the interestices with quarry-spalls.

[43] Providing and filling sand behind abutments and between 4.370 Cum 538.850

returns in layers as directed

[44] Dismentaling the existing structure including removing and 494.000 Cum 886.050

stacking the dismentelled materials as and where directed.

(A) R.C.C. work

[45] Excavation for foundation upto 1.5 m depth including 1526.500 Cum 117.080

sorting out and stacking of useful materials and disposing

off the excavated stuff upto 50 Meter lead.(B) Loose or Soft

[46] providing and casting in-situ cement concrete M 250 for 1221.750 Cum 4549.010

R.C.C raft and cut off walls including necessary shuttering,

laying vibrating, ramming and curing complete

[47] Providing and laying filter media 600 mm thick as directed 1040.000 Sqm 1180.340

at the back of abutments, returns and wing walls as per

detailed specifications.

[48] Excavation for foundation for depth from 1.5 m to 3.0 m 279.000 Cum 129.810

including sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.(A)

Loose or soft soil

[49] Filling available excavated earth (Excluding Rock) in 572.410 Cum 130.390

trenches, Plinth, sides of foundations etc. in layers not

exceeding 20 cm. in depth consolidating each deposited

layer by ramming and watering.

[50] Providing and casting in situ controlled cement concrete M- 633.000 Cum 5014.740

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

Item Description of Item Quantity Unit Rate In Amount

No. (with brief specification and reference to book of figures

specifications)

[51] Providing and Casting in situ controlled Cement Concrete 15.000 Cum 4443.280

M-200 for R.C.C. Raft and cutt-off walls including necessary

shuttering laying, vibrating, ramming and curing complete.

[52] Providing and casting in situ controlled cement concrete M- 10.000 Cum 5279.060

300 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

[53] Supplying and fixing reinforced concrete heavy duty non- 1400.000 Rmt 3879.110

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. 600mm dia.

[54] Providing P.V.C. 100 mm diameter water spouts including 140.000 No. 159.370

necessary iron gratings as per drawings.