SCHEDULE “A” BILL OF QUANTITIES - CIDCO Maharashtra Ltd.

Item. 

No. 

CIDCO OF MAHARASHTRA LIMITED. 

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

Sl.Pg.No. 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 

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. 

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 

2610.00 135.00 Cum 352350.00 

210.00 267.30 Cum 56133.00

Item. 

No. 



Sl.Pg.No. 204 


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

Item. 

No. 



Sl.Pg.No. 205 


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. 

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. 

350.00 427.00 Cum 149450.00 

140.00 330.00 Cum 46200.00

Item. 

No. 



Sl.Pg.No. 206 


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. 

5b Providing and laying Ready mix 





using nominal maximum size of 

492.00 4663.00 Cum 2294196.00 

427.00 4064.30 Cum 1735456.10

Item. 

No. 



Sl.Pg.No. 207 


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

Item. 

No. 



Sl.Pg.No. 208 


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

Item. 

No. 



Sl.Pg.No. 209 





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

Item. 

No. 



Sl.Pg.No. 210 







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

Item. 

No. 



Sl.Pg.No. 211 


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

Item. 

No. 



Sl.Pg.No. 212 


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

Item. 

No. 



Sl.Pg.No. 213 

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

Item. 

No. 



Sl.Pg.No. 214 


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 – 


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 – 


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 – 


650.00 85.00 Rmt 55250.00 

25.00 903.00 No. 22575.00 

138.00 81.00 Rmt 11178.00

Item. 

No. 



Sl.Pg.No. 215 


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

Item. 

No. 



Sl.Pg.No. 216 

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

Item. 

No. 



Sl.Pg.No. 217 


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 – 


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, 

985.00 225.00 Sqm 221625.00 

3340.00 457.00 Sqm 1526380.00

Item. 

No. 



Sl.Pg.No. 218 


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 – 


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. 

NOTE – 


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. 

NOTE – 


150.00 1502.00 Sqm 225300.00 

45.00 2072.00 sq.m 93240.00

Item. 

No. 



Sl.Pg.No. 219 


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. 

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 

2740.00 50.35 Cum 137959.00 

2.00 11450.00 No. 22900.00

Item. 

No. 



Sl.Pg.No. 220 


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. 

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. 

3480.00 386.70 Cum 1345716.00

Item. 

No. 



Sl.Pg.No. 221 


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. 

NOTES:- 








the interim payment certificate 

or Final payment certificate 

65.00 387.00 Cum 25155.00

Item. 

No. 



Sl.Pg.No. 222 





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. 

NOTES - 




45.00 179.70 Cum 8086.50

Item. 

No. 



Sl.Pg.No. 223 






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

Item. 

No. 



Sl.Pg.No. 224 




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.

Item. 

No. 



Sl.Pg.No. 225 


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. 

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 - 


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 

1.00 8515.00 km 8515.00 

15.00 44.00 Cum 660.00 

0.00 47.00 Cum 0.00

Item. 

No. 



Sl.Pg.No. 226 


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 - 


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. 

25.00 36.00 Cum 900.00 

995.00 152.00 sqm 151240.00

Item. 

No. 



Sl.Pg.No. 227 


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. 

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. 

25.00 316.00 Cum 7900.00 

120.88 1367.95 Rmt 165357.80

Item. 

No. 



Sl.Pg.No. 228 


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. 

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. 

4.25 48885.00 MT 207761.25 

1028.14 51.00 Sqm 52435.14

Item. 

No. 



Sl.Pg.No. 229 

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 - 


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 - 


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 

185.00 52.00 Sqm 9620.00 

20.00 305.00 No. 6100.00 

3.00 23721.80 No 71165.40

Item. 

No. 



Sl.Pg.No. 230 


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.

Item. 

No. 



Sl.Pg.No. 231 


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. 

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 

9.00 10682.80 Rmt 96145.20

Item. 

No. 



Sl.Pg.No. 232 


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) 

b) For Grading-II of close- 

graded GSB material with 

minimum CBR value of 25% to 

be obtained on top of the 


(Intermediate sub-base) 

c) For Grading-III of close- 

graded GSB material with 

minimum CBR value of 20% to 

be obtained on top of the 


(Lower sub-base). 

156.00 727.95 cu.m 113560.20 

156.00 685.45 cu. m 106930.20 

0.00 644.00 cu. m 0.00

Item. 

No. 



Sl.Pg.No. 233 


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. 

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 

182.00 1047.10 Cum 190572.20 

2.00 7575.00 No. 15150.00

Item. 

No. 



Sl.Pg.No. 234 


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 120 0 

preferably 4 dial gauges placed at 

90 0 . 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.

Item. 

No. 



Sl.Pg.No. 235 


a) At an application rate of 

@50 kg/ 100 m2 Over B.T. 

surface. 

b) At an application rate of 

@100 kg/ 100 m2 Over 

W.B.M. surface. 

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. 

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. 

2260.00 19.15 Sqm 43279.00 

1040.00 35.25 Sqm 36660.00 

1040.00 168.60 Sqm 175344.00

Item. 

No. 



Sl.Pg.No. 236 


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. 

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 

110.00 4860.25 Cum 534627.50 

70.00 5589.80 Cum 391286.00

Item. 

No. 



Sl.Pg.No. 237 


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. 

NOTE : 



pipeline as per I.S. standard. 

(ii) The cost also includes all type 

of taxes. 

61.00 1971.00 Rmt 120231.00

Item. 

No. 



Sl.Pg.No. 238 


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. 

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 

0.00 3775.00 Rmt 0.00 

55.00 5462.00 Rmt 300410.00

Item. 

No. 



Sl.Pg.No. 239 


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

Item. 

No. 



Sl.Pg.No. 240 








NOTE - 


used 


of taxes. 

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


















71.00 1014.00 Rmt 71994.00

Item. 

No. 



Sl.Pg.No. 241 


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. 

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. 

15.00 54.00 Rmt 810.00 

10.00 32.00 per 

one 

Cut 

320.00

Item. 

No. 



Sl.Pg.No. 242 


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

Item. 

No. 



Sl.Pg.No. 243 


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. 

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. 

25.00 102.00 Sqm 2550.00 

50.00 980.60 Rmt 49029.80

Item. 

No. 



Sl.Pg.No. 244 


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 - CIDCO Maharashtra Ltd.

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