schedule “a” bill of quantities - e...

CIDCO OF MAHARASHTRA LIMITED. Sl.Pg.No. C.A.NO. 01/CIDCO/SE(KHR)/EE(KHR-I)/2010-11

203

Name of Work : Extension of Bridge CD-10 on 32 m wide Pandav Marg across

the 45 m wide Diversion Channel at Kharghar.

C.A. No. : 01/CIDCO/SE(KHR)/EE(KHR-I)/2010-11

SCHEDULE “A”

BILL OF QUANTITIES

Item. No.

Description Qty. Rate Unit Amount

1 Excavation for foundation to any

depth in all types of earth, soils of

all types such as sand, gravel,

slush, soft murum, hard murum

with or without boulders including

shoring and strutting wherever

necessary, disposing off the surplus

materials within 50m beyond the work

site, with all lifts, stacking and

spreading as directed, heavy

dewatering by pump or manually,

preparing the bed for foundation and

necessary backfilling .... etc. complete.

NOTE-

All payment towards the royalty, fees,

taxes etc should be borne by the

contractor.

2610.00 135.00 Cum 352350.00

2 Excavation for foundation to any

depth in soft rock including shoring

and strutting wherever necessary,

disposing off the surplus materials

within 50m, beyond the work site, with

210.00 267.30 Cum 56133.00


204

Item. No.


all lifts, stacking and spreading as

directed, heavy dewatering by pump

or manually, preparing bed for

foundation and necessary backfilling

......etc. complete.

NOTE-



contractor.

3 Excavation for foundation in hard

rock upto any depth with all lifts by

chiseling manually or by mechanical

means such as hydraulic rock driller

including wedging, line drilling,

trimming and levelling the bed,

removing the excavated materials upto

a distance of 50m beyond the work

site with all lifts, stacking the

serviceable materials in measurable

heaps as directed, heavy dewatering

by pump or manually, preparing bed

for foundation and necessary back

filling .............etc. complete.

NOTE-



contractor.

1995.00 588.30 Cum 1173658.50


205

Item. No.


4a Providing and laying dry trap metal

soling 150mm to 230 mm thick

including hand packing with metal,

rubble chips, application of required

murum/stone dust blindage and

compaction watering with all leads

and lifts, heavy dewatering by pump

or manually, preparing bed for


...... etc. complete.

NOTE-



contractor.

350.00 427.00 Cum 149450.00

4b Providing trap rubble filling behind

the walls / abutments / returns

including filling voids with gravel,

hand packing and compacting the

rubble etc. complete. as per

Appendix-6 of IRC 78 /2000 (latest

version MORTH specification) and

heavy dewatering by pump or

manually, preparing bed for


............. etc. complete.

NOTE-



contractor.

140.00 330.00 Cum 46200.00


206

Item. No.


5a Providing and laying Ready mix

cement concrete (RMC) of M20

grade using design mix with minimum

cement content 310 kg/m3 and

maximum water cement ratio 0.45

using nominal maximum size of

“20mm and down” trap metal for

foundation and bedding with all

labours, materials, plant &

equipments, shuttering, form work,

staging, including transporting for all

leads and all lifts, placing, vibrating

with mechanical vibrator, pumping of

concrete of any distance to required

location, finishing, curing, as per

IRC/2000 specification (MORTH) and


manually ............. etc. complete.

NOTE-



contractor.

492.00 4663.00 Cum 2294196.00

5b Providing and laying Ready mix





using nominal maximum size of

427.00 4064.30 Cum 1735456.10


207

Item. No.


aggregate should be “20 mm and

down” trap metal and plums about 15

% of trap/granite/quartzite/gneiss

stones for bedding with all labours,

materials, plant & equipments,

shuttering, form work, staging,

including transporting for all leads

and all lifts, placing, vibrating with

mechanical vibrator, pumping of


location, finishing and curing, as per



manually, ............. etc. complete.

NOTE-



contractor.

6 Providing and laying Ready mix





using nominal maximum size of "20

mm and down" trap metal for PCC

Abutments foundation, PCC

Abutment foundation, PCC Riding

return, Bedding walls of

foundations with all labours,

640.00 5191.00 Cum 3322240.00


208

Item. No.


materials, plant & equipments,

shuttering, form work, staging,

including transporting for all leads

and all lifts, placing, vibrating with

mechanical vibrator, pumping of





manually ............. etc. complete.

NOTE-



contractor.







mm and down" trap metal for "v"

haunch footing, pier, pier caps,

dirt walls, abutment caps, kerbs,

RCC work, return wall, raft

foundations, etc. as per detailed

drawing or as directed by Engineer,

with all labours, materials, plant &



135.00 6094.75 Cum 822791.25


209

Item. No.





location, finishing, curing as per



manually ……….. etc. complete.

NOTE-



contractor.







mm and down" trap metal for RCC

circular column, RCC solid pier,

vertical post of railing, RCC

column of any shape including

provision of "v" shaped false joints to

form suitable panels on the faces to

approved design as per detailed






115.00 7841.75 Cum 901801.25


210

Item. No.







manually ……….. etc. complete.

NOTE-



contractor.








caps over the piers and

abutment cap of any shape

including provision of "v" shaped false

joints to form suitable panels on the

faces to approved design etc.as per

detailed drawing or as directed by

Engineer, with all labours, materials,

plant & equipments, shuttering, form

work, staging, including transporting

for all leads and all lifts, placing,

vibrating with mechanical vibrator,

pumping of concrete of any distance

70.00 5251.75 Cum 367622.50


211

Item. No.


to required location, finishing, curing,

as per IRC/2000 specification

(MORTH) etc. complete.

NOTE-



contractor.








work like RCC Parapets / dirt /

ballast walls, RCC kerbs, bearing

beams, railing post as per detailed









IRC/2000 specification (MORTH)

……….. etc. complete.

115.00 6756.75 Cum 777026.25


212

Item. No.


NOTE-



contractor.








work like RCC slab deck, RCC

approaches Main/cross girder

diaphrams, solid slab,/ T- beam

& bearing beams, any shape

and size and slab / Box girder

and cantilever as per detailed








location, finishing and curing, as per

IRC/2000 specification (MORTH)

……….. etc. complete.

590.00 7659.75 Cum 4519252.50


213

Item. No.


NOTE –

(i) Contractor shall carry out non

destructive test as and when

directed by the Engineer without

any extra cost to CIDCO Ltd.

(ii) All payments towards the

royalty, fees, taxes etc. should

be borne by the contractor.

12 Providing and fixing precast factory

made RCC slab covers of 100 mm

thickness in M-35 grade of concrete

using design mix with minimum

cement content as per MORTH

specifications (latest version) and as

per detailed design and drawings or

as directed with fixing of 3 mm thick

M.S.plate around the slab for

inspection opening with top embossed

with name "CIDCO Ltd" and back side

with manufacturers name, logo and

contractors name including

"Compaction, curing and finishing

uneven and honey combed surface

with cement mortar 1:3 of sufficient

minimum thickness to give a smooth

and even surface, reinforcement @

100 Kg. per cum" etc. complete.

NOTE –

The cost also includes all type of taxes.

365.00 2581.15 Sqm. 942119.75


214

Item. No.


13 Providing and fixing 110 mm dia

HDPE pipes of approved brand for

weep holes, staggered as per drawing

or as directed by Engineer etc.

complete.

NOTE –


650.00 85.00 Rmt 55250.00

14a Providing and fixing galvanized iron

150 mm diameter water spout

including whole assembly and fittings

as per the drawing and technical

specification or as directed, etc…..

complete.

NOTE –


25.00 903.00 No. 22575.00

14b Providing and fixing 50 mm diameter

PVC pipe of approved make with

required length including whole

assembly and fittings as per the

drawing and technical specification or

as directed, etc …complete.

NOTE –


138.00 81.00 Rmt 11178.00


215

Item. No.


15 Providing and placing, fixing TMT bar

reinforcement of various diameters

Fe 415, confirming to IS:1786-1985

(latest version) of approved make in

all RCC item of substructure and

superstructures, Footing foundation,

circular columns, piers of any shape,

dirt walls, abutment reinforcements,

Pier caps, slabs, T beams and slabs,

balanced beams, RCC walls,

approach slabs, RCC railing, RCC

chairs with footing, solid slabs,solid

piers, fothpath RCC beams, RCC

precast items, all stirrups of any size

and shape, supporting bars, extra

bars, cantilever slabs, RCC kerbs,

main and cross girders, diaphragms,

ballast walls, RCC parapets, RCC

walls, Raft slabs, bearing beams

including "V" haunches, Box returns,

canopies, staircases, newels, chajjas,

lintels, pardies, coping, fins, arches,

including binding wires, all type of

irregular shape and size of RCC works

as per detailed designs, drawings and

schedules, including cutting, bending,

hooking the bars, binding with wires

or tack welding and supporting as

required completed or as directed by

Engineer etc. complete.

248.00 45693.00 MT 11331864.00


216

Item. No.


NOTE :-

The quantity to be measured and paid

for this item shall not include wastage

in cutting. Actually installed and

placed in position steel shall be paid.

The cost also includes all types of

taxes.

16 Providing and applying anticorrisive

treatment TMT steel

reinforcement as per cement

polymer composite coating (CPCC)

method developed by CECRI including

cleaning the bar by means of any

established mechanical or manual

method for removing the rust and

deleterious matter, applying rapid

setting primer and cement polymer

sealing coat of approved and licensed

by CECRI including redoing the

process if damaged occur during

handling, stacking etc. complete as

directed by the Engineer in charge.

NOTE –


248.00 6135.00 MT 1521480.00


217

Item. No.


17 Providing and applying approved

quality coal tar epoxy paint in three

coats for all external surface of RCC

members below the HFL/free board,

well, pier, girders abutment, and caps,

return walls, columns, dirt walls,

substructure, exposed surface of

existing precast bridge, including

existing and old/new RCC cleaning

surfaces by sand blasting ,brushing,

cost of all materials, labour,

machinery, equipment, scaffolding

required height with all leads & all lifts

etc. complete as directed by Engineer.

NOTE –


985.00 225.00 Sqm 221625.00

18 Providing and applying Polymer

Polysafe E.C. (P.No.567) synthetic

elastomeric coating cum paint,

ready to use for bridge structure in

saline as to avoid salt penetration

from marine environment & U.V

effects of sunrays, fungus

developments and to protect the

reinforcement from marine

atmosphere effects in three coats

including scaffolding, sand blasting,

cleaning the surface of concrete,

brushing steel reinforcement and

applying polymer coating with Primer,

3340.00 457.00 Sqm 1526380.00


218

Item. No.


First coat and Second coat at an

interval of 24 hours of approved

shade and colour. But not to applied

on oil, Grease, Tar & Moisture of

surface as per detailed specifications

and as directed by the Engineer.

NOTE – The cost also includes all type of taxes.

19a Providing expansion joints in RCC

walls/slab of approach slabs

structure (interior side) with plain

premoulded filler 25 mm thick,

including fixing T.W. battens both

faces and complete as per detailed

design and drawings or as directed by

Engineer.


150.00 1502.00 Sqm 225300.00

19b Providing expansion joints in

R.C.C. RCC walls/slab of

approach slabs structure

(exterior side) with plain

premoulded filler 25 mm thick and 3

mm thick aluminium plate, hold fast,

fixing T.W. battens on internal face,

finishing etc. complete as directed as

per detailed design and drawings or

as directed by Engineer.


45.00 2072.00 sq.m 93240.00


219

Item. No.


20 Providing welded joints for Mild /

TMT steel reinforcement bars as

per MORTH specification (latest

version) etc complete.

(a) upto 25 mm dia 0.00 169.00 No 0.00

(b) above 25 mm dia 0.00 216.00 No 0.00

21 Disposal of excavated material

upto 0.5 km lead including loading,

unloading, transporting by mechanical

or other means, stacking, spreading,

levelling as directed by Engineer etc.

complete.

2740.00 50.35 Cum 137959.00

22 Carrying out plate load test to

determine safe bearing capacity of soil

/ strata as per IS Code No. 1888.

The test shall be conducted on square

plates of size 600 mm x 600 mm. &

25 mm thick . Vertical movement shall

be measured by three dial gauges

preferably four dial gauges at 90

degree. The loads shall be measured

using 15 MT capacity proving ring /

hydraulic jack and pressure gauge

duly calibrated from time to time

including the necessary shifting

arrangements for carrying out the test

and providing results and graphs as

per IS specifications item including

transportation and shifting and

installation of entire test work as

2.00 11450.00 No. 22900.00


220

Item. No.


directed, etc complete. The tests results

shall be submitted in a report form

with observation sheets, graphs,

tabular form & inferences, if any.

23a Providing earthwork in

embankment with approved

materials obtained from Contractors

own source including all leads and

lifts, laying in layers of 20 to 30cms in

thickness, breaking clods, dressing to

the required lines, curves, grades, and

section with watering and compacting

with vibratory power rollers etc.

Complete.

NOTE -

i. All payments towards the

royalty, fees, taxes etc. shall be

borne by the contractor.

3480.00 386.70 Cum 1345716.00

ii. The Environmental cess shall be

recovered at Rs.1/m3 of gross

volume computed without

deductions as mentioned for

the Interim Payment Certificate

or Final Payment Certificate.

iii. P.D. Tests shall be carried out

@ one test comprising of 3

specimens average result per

1000 m2 area.


221

Item. No.


iv. Compaction upto 95%

Modified P.D. and the

laboratory soil dry density shall

be not less than 1.60 g/cc. at

Optimum moisture content.

v. The gross volume of the

embankment shall reduced by

5% for Interim Payment

Certificate or Final Payment

Certificate

23b Providing earthwork in

embankment with approved

materials obtained from Contractors

own source including all leads and

lifts, laying in layers of 20 to 30cms in

thickness, breaking clods, dressing to

the required lines, curves, grades, and



Complete.

65.00 387.00 Cum 25155.00

NOTES:-








the interim payment certificate

or Final payment certificate


222

Item. No.





1000 m2 area.








5% for interim payment

certificate and 1% for Final

payment certificate.

23c Providing earthwork in embankment

with approved materials obtained

from the road cutting with a lead

of 1.00 KM including all lifts, laying in

layers of 20 to 30 cms in thickness,

breaking clods, dressing to the

required lines, curves, grades, and



Complete.

45.00 179.70 Cum 8086.50

NOTES -





223

Item. No.






the Interim Payment Certificate

or Final Payment Certificate.




1000 m2 area.









Certificate and 1% for Final

Payment Certificate.

23d Providing earthwork in embankment

with approved materials obtained

from the road cutting with a lead

of 1.00 KM including all lifts, laying in

layers of 20 to 30 cms in thickness,

breaking clods, dressing to the

required lines, curves, grades, and

65.00 180.10 Cum 11706.50


224

Item. No.




Complete.

NOTES-

(i) All payments towards the



(ii) The Environmental cess shall be




the interim payment certificate

or Final payment certificate

(iii) P.D. Tests shall be carried out



1000 m2 area.

(iv) Compaction upto 97%





(v) The gross volume of the



Certificate and 1% for Final

Payment Certificate.


225

Item. No.


24 Demarcation of the Road /

channel / bridge alignment by

traversing along the existing /

proposed route with one second

theodolite. Taking angles & distance

at turning points including transfer of

Co-ordinate from known point to

survey area and as directed by

Engineer & providing 5 Nos. colour

paper prints with drawing in soft copy

format.

1.00 8515.00 km 8515.00

25a Providing & placing in position Plastic

cover blocks of required size at 1.5

mtr. centre to centre near the edge of

each site and at centre when the width

is more than 75 cm to reinforcement

to give a clean cover of 40 mm to 65

mm from all sides as per I.S. 456-

2000 and MORTH specifications

(latest version) in RCC columns & pier

& footing, wall, raft, chairs, thurst

blocks.

NOTE -


15.00 44.00 Cum 660.00

25b Providing & placing in position Plastic

cover blocks of required size at 90

cm centre to centre to each main

bottom bars and to stirrups at sides to

0.00 47.00 Cum 0.00


226

Item. No.


give required clear cover from all

sides as per I.S. 456-2000 and

MORTH specifications (latest version)

in R.C.C. beams.

NOTE -


25c Providing & placing plastic cover

block of required size at the rate of

27 Nos. per 10 square metre to

reinforcement to give a clear cover as

per I.S.456-2000 and MORTH

specifications (latest version) in R.C.C.

slabs.

NOTE -


25.00 36.00 Cum 900.00

26 Providing and laying dry stone

pitching 230 mm thick with pin

header per sq.m or as directed, in

staggered type and pointing in cement

mortar 1:3 as specified and as per

drawing and as directed by Engineer

with all leads and lifts etc. complete.

NOTE-



contractor.

995.00 152.00 sqm 151240.00


227

Item. No.


27 Dismantling carefully breaking

concrete by chiseling, wedging of the

existing RCC concrete railing parapet,

existing pipes, dead pipes, encasing,

foundations, small structure as

directed, including cutting of steel and

stacking the materials neatly within 50

meter lead, removing concrete stuff

etc complete.

25.00 316.00 Cum 7900.00

28 Providing and fixing precast RCC

Railing with cast in situ precast

panels/members in M-35 grade of

concrete using design mix with

minimum cement content as per IRC

2000 specification - MORTH, as per

detailed design and drawings in

railing length or as directed including

compaction, curing and finishing

uneven and honey combed surface

with cement mortar 1:3 of sufficient

minimum thickness to give a smooth

and even surface. The cost also

includes all types of taxes, sales tax,

cess levied by local authority etc.

complete.

120.88 1367.95 Rmt 165357.80


228

Item. No.


29 Providing, fabricating MS plate of

various sizes, angles, bolt of required

diameter structural steel work for

expansion joint for deck slab and

bridge items as per detailed design

and drawing or as directed, for RCC

work as per detailed design and

drawings as per MORTH specifications

(latest version) or as directed including

cutting, fabricating, brackets for

cables, channels, hoisting, erecting,

fixing in position making welding

connections with connecting plates

and braces etc. and including one

coat of anti-corrosive paint and over it

two coat of paintings of approved

quality and shade, payment for MS

plate will be made for the actual

weight basis including required

machineries, all materials, labour The

cost also includes all types of taxes,

sales tax, cess levied by local authority

etc. complete.

4.25 48885.00 MT 207761.25

30 Providing flush grooved pointing

with cement mortor 1:3 to stone

masonry / pitching including

scaffolding and curing as per MORTH

specifications (Latest version), etc

complete.

1028.14 51.00 Sqm 52435.14


229

Item. No.


NOTE -



contractor.

31 Providing and fixing in position tar

paper bearing as per detailed

drawings as per MORTH specification

(latest version) and as directed by

Engineer, etc complete.

NOTE -


185.00 52.00 Sqm 9620.00

32 Providing vent hole in the

abutments as per detail design and

drawings, as per MORTH

specifications (latest version) or in slab

and wearing course with iron grill at

the top and galvanised iron pipe at

bottom as per drawing or as directed,

etc.

NOTE -


20.00 305.00 No. 6100.00

33a Providing and constructing BB

masonry (IInd sort) circular/

concentric conical manhole with

1.83 m dia at bottom and 0.53 m.

Dia. at top with 230 mm thick brick

masonry (IInd sort) in C.M. 1:3 and

3.00 23721.80 No 71165.40


230

Item. No.


20 mm thick smooth cement plaster in

C.M. 1:2 from inside and outside,

including curing providing and fixing

copolymer, polypropylene, steel

reinforcement PVC heavy duty step/

footrest of approved make conforming

to an ASTM D-4101 specification

including providing foundation

concrete in M-15 and 300 mm thick

with benching and channelling,

supplying and fixing RCC factory

made steel fibre reinforced (SFRC)

heavy duty manhole cover and frame

with steel bearing of cover into the

frame including shoring strutting etc.

complete. As per design and drawing

circulated by SE (ENV) in 2003

including heavy dewatering by pump

till the completion of work. (Depth

upto 2.28 m. from top of frame to

invert level of pipe)

NOTE :

(i) The contractor has to make his

own arrangement for testing the

manhole.

(ii) All payment towards the royalty,

fees, taxes etc should be borne

by the contractor.


231

Item. No.


33b For additional extra meter depth

beyond 2.28 m. & upto 4.00 m of

above item No.33a.

NOTE :



manhole.

(ii) All payment towards royalty,

fees, taxes etc should be borne

by the contractor.

9.00 10682.80 Rmt 96145.20

34 Providing & laying granular sub-

base (GSB) as per clause 401 of

M.O.R.T.&H (2001) specifications of

specified grading (Table 400-1 or

400-2) in specified thickness in layers.

The item to include premixing the

materials in plant, transportation to

site, spreading in uniform layers with

motor grader on a prepared

subgrade, compacting with vibratory

rollers till 98% of the maximum dry

density (IS 2720 part-8) is achieved

etc. Complete. The rate includes for

tests on completion of each GSB layer.

The strength of each GSB layer shall

be evaluated by conducting CBR (IS


232

Item. No.


2720 Part 16 & 31) or Plate load test

using 750mm dia. Plate, (IS 9214) for

obtaining equivalent CBR value @ one

test per 3000 m2 compacted surface

area as per the Grading. The item

includes for all necessary material,

labour, diversions, taxes, royalty, cess

etc complete.

a) For Grading-I of close-graded

GSB material with minimum

CBR value of 30% to be

obtained on top of the

compacted layer.

(Upper sub-base)

156.00 727.95 cu.m 113560.20

b) For Grading-II of close-

graded GSB material with

minimum CBR value of 25% to

be obtained on top of the

compacted layer.

(Intermediate sub-base)

156.00 685.45 cu. m 106930.20

c) For Grading-III of close-

graded GSB material with

minimum CBR value of 20% to

be obtained on top of the

compacted layer.

(Lower sub-base).

0.00 644.00 cu. m 0.00


233

Item. No.


35 Providing & laying granular base of

Wet mix macadam (WMM) as per

clause 406 of M.O.R.T.&H (2001)

specifications of specified grading

(Table 400-11) in specified thickness

in layers. The item to include

premixing the materials in plant,

transportation to site, spreading in

uniform layers with paver on a

prepared sub-base, compacting with

vibratory rollers till 98% of the

maximum dry density (IS 2720 Part-8)

is achieved etc complete. The rate

includes for tests on completion of

each WMM layer. The strength of each

WMM layer shall be evaluated by

Plate load test with 750 mm dia plate.

(IS 9214) for obtaining equivalent CBR

value @ one test per 3000 m2

compacted surface area as per the

Grading. The item includes for all

necessary material, labour, diversions,

taxes, royalty, cess etc complete.

182.00 1047.10 Cum 190572.20

36 To carry out plate load test to

determine modulus of sub-grade

reaction (K-value) of unbound / semi-

bound macadam (GSB, WMM, BBM)

in field as per IS Code No. 9214-

1979. The item includes to conduct

one test per location. The test shall be

2.00 7575.00 No. 15150.00


234

Item. No.


conducted on 75cm. dia & 25mm

thick plate with stiffening plates of

smaller size of 60, 45 & 30 cm. dia

and 25mm thick each shall be used.

Vertical movement shall be measured

by three dial gauges placed at 1200

preferably 4 dial gauges placed at

900. The load shall be measured using

15 MT capacity proving ring /

hydraulic jack with pressure gauge

duly calibrated from time to time. The

test results shall be submitted in a

report form with observation sheets,

graphs, tabular form & inferences if

any.

37 Providing and applying bituminous

tack coat of approved type and

grade by a self propelled or towed

bitumen pressure sprayer as per

Specifications for road and bridge

works (M.O.R.T.& H., 2001). The item

includes for preparation of the base,

application of the tack coat, relevant

tests for quality control as enumerated

in table 900-4, diversion of traffic, etc.

complete. (Using 60 / 70 grade

bitumen). The rate shall include for all

labour, materials, machinery,

transportation, taxes etc. complete.


235

Item. No.


a) At an application rate of

@50 kg/ 100 m2 Over B.T.

surface.

2260.00 19.15 Sqm 43279.00

b) At an application rate of

@100 kg/ 100 m2 Over

W.B.M. surface.

1040.00 35.25 Sqm 36660.00

38 Providing and constructing

Bituminous Bound Macadam

(BBM) surface 75 mm thickness

including supplying all materials

including metal, bitumen etc.

spreading 40 mm hand broken trap

metal 9 cum per 100 m2 and 20 mm

trap metal at the rate of 1.5 cum/100

sqm., heating and spreading bitumen

(excluding tack coat) at 250 kg./100

m2, spreading 12 mm size key

aggregate at the rate of 1.8 cum/100

sqm and compaction with vibratory

roller complete. Grade of bitumen

shall be 60/70. The rate is inclusive of

royalty and all type of taxes.

1040.00 168.60 Sqm 175344.00

NOTE -

Item also includes cleaning the road

surface with wire brush/brooms and

make it free from dust and water

before applying/spreading tack coat.

The tack coat shall be paid separately.


236

Item. No.


39 Providing and laying hot mix hot

laid Dense Graded Bituminous

Macadam (DBM) of required

thickness with minimum 4.5% bitumen

by weight of total mix/ depending on

job mix formula & as per clause 507

of MORTH (2001) specification for

road & bridges including diversion of

traffic, supply of all materials, heating

bitumen and chips, mixing bitumen

and chips with necessary filler material

in batch type or continuous type or

drum mix type hot mix plant, laying

dense bituminous macadam by paver

finisher including compaction with

vibratory roller etc. complete

(excluding tack coat). The grade of

bitumen shall be 60/70. The rate is

inclusive of royalty and all types of

taxes.

110.00 4860.25 Cum 534627.50

40 Providing and laying hot mix hot laid

Asphaltic Concrete / bituminous

concrete (AC/BC) with bitumen

minimum 5% by weight of total mix as

per job mix formula as per clause 509

of MORTH (2001) specification for

road & bridges including supplying all

materials, heating bitumen and chips

70.00 5589.80 Cum 391286.00


237

Item. No.


with necessary filler material mixing

bitumen and chips in hot mix plant

laying asphaltic concrete with sensor

paver finisher including compaction

with vibratory roller etc. complete

(excluding tack coat). The grade of

bitumen shall be 60/70. The rate is

inclusive of royalty and all types of

taxes.

41a Providing lowering, laying and jointing

RCC, S/S pipes manufactured as per

IS:458 ( latest version ) having ISI of

450 dia NP3 class with rubber ring

joints as directed in proper grade

including cost of materials, rubber

rings, all taxes (central and local)

transportation, loading and unloading

and hydraulic testing as per I.S. 458

(latest version) including necessary

heavy dewatering by all means etc.

complete.

61.00 1971.00 Rmt 120231.00

NOTE :



pipeline as per I.S. standard.

(ii) The cost also includes all type

of taxes.


238

Item. No.


41b Providing lowering, laying and jointing

RCC, S/S pipes manufactured as per

IS:458 (latest version) having ISI of

700 dia NP3 class with rubber ring

joints as directed in proper grade

including cost of materials, rubber

rings, all taxes (central and local)

transportation, loading and unloading

and hydraulic testing as per I.S. 458

(latest version) including necessary

heavy dewatering by all means etc.

complete.

0.00 3775.00 Rmt 0.00

NOTE -



pipeline as per I.S. standard.


of taxes.

41c Providing D.I.K-9 grade 450 mm

Dia pipes of approved make with

internal cement mortar lining

including all taxes, insurance, railway

freight, unloading from railway

wagon, loading into truck, transport to

departmental stores/site, unloading,

stacking, etc. complete (IS: 8329-

2000 Latest Version) and Lowering

55.00 5462.00 Rmt 300410.00


239

Item. No.


laying and jointing with SBR rubber

gaskets and CI/MS/DI specials of

required diameter in proper position,

grade and alignment as directed by

Engineer including conveyance of

material from stores to site of work,

including cost of jointing materials

and rubber rings labour, giving

hydraulic testing etc. complete.

NOTE -

(i) only SBR Rubber gaskets to be

used


of taxes.

41d Providing D.I.K-9 grade 700 mm












0.00 10807.00 Rmt 0.00


240

Item. No.








NOTE -


used


of taxes.

41e Providing D.I.K-9 grade 100 mm


















71.00 1014.00 Rmt 71994.00


241

Item. No.


NOTE :


used


of taxes.

41f Removing, Lowering laying and

jointing of the existing D.I.K-9 grade

100 mm Dia pipes of approved

make with SBR rubber gaskets and

CI/MS/DI specials of required

diameter in proper position, grade

and alignment as directed by Engineer

including conveyance of material from

site to site of work, including cost of

jointing materials and rubber rings

labour, giving hydraulic testing etc.

complete.

NOTE :


used


of taxes.

15.00 54.00 Rmt 810.00

42 Cutting and champhering of DI

pipes of 100 mm diameter including

cost of all materials and labour

involved, etc. complete as directed by

Engineer.

10.00 32.00 per one Cut

320.00


242

Item. No.


43 Providing and Supplying ISI standard

D.I. specials & fitting with

arrangement for sealing rubber gasket

of S.B.R, complete with cast iron collar

gland and mild steel nut bolt's coated

or otherwise protected from rusting

and suitable for D.I. Pipes including

cost of all labours, materials,

transportation upto Depart-mental

store/site loading and unloading

including all taxes etc.

(a) 80 mm dia. to 300 mm dia 120.00 91.00 kg 10920.00

(b) 350 mm dia. & above 1840.00 110.00 kg 202400.00

44 Providing Second class Burnt Brick

masonry with conventional / IS type

bricks in cement mortar 1:6 in

foundation and plinth of inner walls &

external walls, including bailing out

water manually, striking joints on

unexposed faces, racking out joints on

exposed faces and curing complete.

NOTE:

All payment towards royalty, fees,


contractor.

15.00 2981.00 Cum 44715.00


243

Item. No.


45 Providing cement plaster 12mm

thick in a single coat in cement

mortar 1:3 without neeru finish to

concrete or brick surface in all

positions including racking out joints,

scaffolding and curing complete.

NOTE:

All payment towards royalty, fees,


contractor.

25.00 102.00 Sqm 2550.00

46 Providing & fixing parabolic shape

PCC precast-factory made M25

Grade kerb stone using design mix

with minimum cement content as per

IS 456 of size 500/200/850 mm as

per detailed design and drawing

including excavation, fixing in PCC of

M-15 grade 250 mm thick including

side concreting, filling joints in cement

mortar (1:3) disposal of excavated

material, including painting in two

coats of oil paints and one coat of

primer to exposed faces,

transportation to site, labour, etc.

complete. The rate inclusive of all

type of taxes.

50.00 980.60 Rmt 49029.80


244

Item. No.


47 Dewatering the excavated

trenches and pools of water

within project area by using pumps

and other devices, including disposing

of the water to a safe distance as

directed By using 10 to 19 H.P.

Pumps.

1.00 77.00 Hr 77.00

TOTAL COST PUT TO TENDER (A) Rs. 37209377.49

Add/Subtract (+/-) ______% quoted by the Contractor to reflect the Total Cost (B) Rs.

GRAND TOTAL (A+B) Rs.

(Rupees ________________________________________________________________

__________________________________________________________________) only.

NOTES :

1) It is compulsory to fill the amount both in words and figures or else the tender is liable to be rejected.

2) This is to confirm that I have read carefully instruction No. 11.2 Sl.Pg. No.16 of the Tender and I understand that my tender is liable to be rejected if I fail to submit the offer in accordance with the various provisions and do not comply with the stipulations.

3) I, understand that my tender is liable to be rejected if I fail to fill the amount both in words and figures.

schedule “a” bill of quantities - e...

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