S P E C I F I C A T I O N - F O R - Maharashtra · 2013-08-19 · 3 Excavation for foundation in...

S P E C I F I C A T I O N - F O RNAME OF WORK :-

CONSTRUCTION O MINOR BRIDGE & C. D. WORKS & GAT WALL ONADGAON GIRNARE - WAGHERE - HARSUL - OZARKHED ROAD SH-26 AT CH 40/000, 43/600 & 46/600 TALUKA TRIMBAKESHWAR, DIST. NASHIK

0.00

Note :- Reference given for specifications from standard specifications book, published by Government of Maharashtra P.W. & housing

department, Volume - I & Volume - I I, edition 1979 and 1981 respectively. The numbers are indicative and any other specifications from the

book of standard specifications will be entirely applicable & binding on the contractor. If so directed by the Engineer - Incharge. Items are

inclusive of all leads & lifts required for completion of the work satisfactorily.

SCHEDULE “ C “ Specifications as per StandardSpecifications as per Standard

specification book Published by

Sr Description of Items Govemment of Maharashtra Additional specification if any

No Volume I & II 1979 & 1981 Edition

Specification No Page No.

FOR BRIDGE WORK

1 Excavation for foundation including shoring and Spec.No. BR.3 Page No. 102 a ) The sizes of length, width and depth of excavation

strutting as necessary and disposing off shown on drawing are probable and may vary in

excavated stuff as directed in earth, soils of all actual execution. The contractor is not entitled to claim

types, sand, gravel, soft murum etc. (excluding extra payment for changes in sizes of excavation.

dewatering) inlcuidng all leads and lift complete. b ) The decision regarding the classification of strata

given by Executive Engineer shall be final and will be

Sign. of contractor No. of corrections Executive Engineer .

P. W. Division, ( North ) Nashik

S P E C I F I C A T I O N - F O RSCHEDULE “ C “

Specifications as per Standard





binding on the contractor.

c ) Soft strata includes all types of soil, all types clay,

sand, soft murum, all types of hard murum,Boulders

which can be best removed by pick axe and /or with

shawel after loosening with pick axe or crow bar. It shall

also includes isolated boulders up to0.10cubicmeter

each, which do not need blasting and could be removedeach, which do not need blasting and could be removed

with pick axe, crow bar and shawel.

2 Excavation for foundation in hard murum including Spec.No. BR.3 Page No. 102 a ) The sizes of length, width and depth of excavation

shoring and strutting as necessary and disposing off shown on drawing are probable and may vary in

excavated stuff as directed (excluding dewatering) actual execution. The contractor is not entitled to claim

inlcuidng all leads and lift complete. extra payment for changes in sizes of excavation.

b ) The decision regarding the classification of strata
















each, which do not need blasting and could be removed


3 Excavation for foundation in hard murum and Spec.No. BR.3 Page No. 102 a ) The sizes of length, width and depth of excavation

boulders including shoring and strutting as shown on drawing are probable and may vary inboulders including shoring and strutting as shown on drawing are probable and may vary in

necessary and disposing off excavated stuff as actual execution. The contractor is not entitled to claim

directed. (excluding dewatering.) inlcuidng all leads extra payment for changes in sizes of excavation.

and lift complete. b ) The decision regarding the classification of strata


















4 Excavation for foundation in soft rock including Spec.No. BR.3 Page No. 102 a ) The sizes of length, width and depth of excavation

shoring and strutting as necessary and disposing off shown one drawing are probable and may vary in

excavated stuff as directed (excluding dewatering). actual execution. The contractor is not entitled to claim




binding on the contractor.binding on the contractor.








5 Excavation for foundation including shoring Spec.No. BR.3 Page No. 102 a ) The sizes of length, width and depth of excavation

and strutting as necessary and disposing off shown on drawing are probable and may vary in

excavated stuff as directed in hard rock actual execution. The contractor is not entitled to claim















which can be best removed and /or with shawel after

loosening with pick or crow bar. It shall also includesloosening with pick or crow bar. It shall also includes

isolated boulders up to0.10cubicmeter each, which do

not need blasting and could be removed with pick axe,

crow bar and shawel.

2) Hard strata includes soft rock and hard rock It shall

also include isolated boulders having mass above

0.10 cubic meter each, which do not need blasting and

could be removed with pick axe, crow bar and shawel.

6 Dewatering including diversion of stream, Spec.No. BR.4 Page No.103 to The mode of measurement will be in cubic meter,

providing coffe dam, bunds etc. as may be 105 based on the lnitial Water Level' approved by the

necessary for foundation and other parts of work Engineer in charge. The payment should be made

and bailing out and pumping out water during for the excavation done below the Initial Water









and after excavation as required. Level' approved by the Engineer in Charge in the

1) For Abutment case of lnitial water level' approved is above the

ground level, the quantity above the ground level

and upto the lnitial Water Level' is not applicable

for the payment.The above additional specific

ation is applicable for the payment Open

Foundation, Raft and Cutoff Wall.Foundation, Raft and Cutoff Wall.






2) For Return case of lnitial water level' approved is above the





Foundation, Raft and Cutoff Wall.














3) For Return case of lnitial water level' approved is above the3) For Return case of lnitial water level' approved is above the





Foundation, Raft and Cutoff Wall.

9 Providing and laying in situ Mix-10 grade / 1:3:6 cement Spec.No. BR.5 Page No.105 1) The foundation shall be passed in writing by

concrete of trap metal in foundation including and IS 456 (2000)Executive Engineer before concreting is started.

necessary bailing out water compacting and curing. 2) Wooden centring and shuttering will not be allowed

(including form work, centering and excluding

dewatering by pump.) Newly laid concrete shall be

covered by gunny bags, plastic tarpaulin including all









leads and lift etc complete .(wooden centering,

shuttering will not be allowed)

10 Providing and laying Mix-15 gradecement concrete Spec.No. BR.27 Page No.127 A ) All materials are to be tested and design mix should

of trap metal for cast in situ piers,abutments,returns and IS 456 (2000)be obtained from Government or Government

wings, etc. including provision of " V " shaped false approved laboratory before starting of work and shall

joints to form suitable panels on the faces to approved get approved from Engineer in - charge.joints to form suitable panels on the faces to approved get approved from Engineer in - charge.

design with compacting by vibrating, covering B ) Grade of concrete shall be M-15 by design mix.

newly laid concrete by gunny bag, plastic or C ) Sampling and testing shalll comply with

tarpaulin & curing with all leads and lift etc complete. specification No. B-7 (3) Page No. 38 and relevent

(excluding finishing with cement plaster) including specifcation No. B-6 (12) Page No. 37 from standard

formwork and bailing out of water. (upto 4m height) specification

(Item includes provision of surface reinforcement but D ) The rate of item is based on cement content of 360

excluding cost of steel reinforcement) kilogram per cubic meter. For change of cement

content as per actual design mix. The rate of item will

be increased or decreased as per the conditions

mentioned B-7 / 4 Page No. 39 of clause

E )The testing charges will be borne by contractor.









11 Providing and laying in situ cement concrete Mix-20 Spec.No. BR.29 Page No.129 A ) All materials are to be tested and design mix should

grade of trap metal for Reinforced cement concrete /IS 456 (2000) be obtained from Government or Government

caps over piers and abutments including necessary approved laboratory before starting or work and shall

scaffolding, formwork, compacting by vibrating, get approved from Engineer in - charge.

finishing,covering newly laid concrete by gunny bag, B ) Grade of concrete shall be M-20 by design mix.

plastic or tarpaulin and curing inlcuding all leads and C ) Sampling and testing shalll comply with

lift etc complete. (excluding reinforcement and specification No. B-7 (3) Page No. 38 and releventlift etc complete. (excluding reinforcement and specification No. B-7 (3) Page No. 38 and relevent

including centering). specifcation No. B-6 (12) Page No. 37 from standard

specification

D ) The rate of item is based on cement content of 360

kilogram per cubic meter. For change of cement



mentioned in the B-7 / 4 Page No. 39


12 Providing and laying in situ Mix-25 grade cement Spec.No. BR.38 Page No.135 A ) All materials are to be tested and design mix should

concrete of trap/ granite/ quartzite/ gneiss metal for /IS 456 (2000) be obtained from Government or Government

Reinforced cement concrete Work including approved laboratory before starting of work and shall









ramming, vibrating finishing, covering newly laid get approved from Engineer in - charge.

concrete by gunny bags, plastic or tarpaulin and curing B ) Grade of concrete shall be M-25 by design mix.

complete in solid/deck slab, including all leads C ) Sampling and testing shalll comply with

and lift etc complete. (including formwork, centering, specification No. B-7 (3) Page No. 38 and relevent

finishing in cement plaster and excluding specifcation No. B-6 (12) Page No. 37 from standard

reinforcement) specification

D ) The rate of item is based on cement content of 412.50D ) The rate of item is based on cement content of 412.50




mentioned B-7 / 4 Page No. 39 of clause


13 Providing tar paper bearing of approved quality. ~~ ~~ The work shall be executed as per spcifications and

in proper size etc. complete. As directed by Engineer in charge.

14 Providing expansion joints with 25 milimetre thick Spec.No. BR. 43 Page No.138 to The work shall be executed as per spcifications and

bitumenous pad as per detailed drawings. 139 As directed by Engineer in charge.









15 Providing and laying in situ Mix-20 grade cement Spec.No. BR. 50 Page No.143 A ) All materials are to be tested and design mix should

concrete of trap metal for Reinforced cement be obtained from Government or Government

concrete work of ballast walls, kerbs, box returns etc. approved laboratory before starting or work and shall

including scaffolding, compaction, formwork finishing, get approved from Engineer in - charge.

covering newly laid concrete by gunny bag, plastic or B ) Grade of concrete shall be M-20 by design mix.

tarpaulin and curing including all leads and lift etc C ) Sampling and testing shalll comply with

complete. (excluding reinforcement) specification No. B-7 (3) Page No. 38 and releventcomplete. (excluding reinforcement) specification No. B-7 (3) Page No. 38 and relevent

specifcation No. B-6 (12) Page No. 37 from standard

specification

D ) The rate of item is based on cement content of 360






16 Providing and laying in situ M-20 grade cement Spec.No. BR.47 Page No.140 A ) All materials are to be tested and design mix should

concrete of trap metal For wearing course /IS 456 (2000) be obtained from Government or Government

75millimetre thick. including compacting. finishing, approved laboratory before starting or work and shall









covering newly laid concrete by gunny bag, plastic or get approved from Engineer in - charge.

tarpaulin, curing and filling in joints with bitumen B ) Grade of concrete shall be M-20 by design mix.

inlcuidng all leads and lift etc complete. C ) Sampling and testing shalll comply with

specification No. B-7 (3) Page No. 38 and relevent

specifcation No. B-6 (12) Page No. 37 from standard

specification

D ) The rate of item is based on cement content of 360D ) The rate of item is based on cement content of 360






17 Providing and fixing in position Thermo Spec.No. BR.28 Page No.129 The Thermo Mechanically Treated steel bars

Mechanically Treated ( TMT ) bar reinforcementof Spec.No. BR.35 Page No.134 should be utilised instead of Mild steel bars.

various diameters for Reinforced cement Spec.No. BR.49 Page No.143 a) The work shall be executed as per spcifications and

concrete work as pe detailed designs, drawings and IS 1786:1985as directed by Engineer in charge.

and schedules inclduing cutting bending, b) Only approved material shall be allowed for this item

hooking the bars, binding with wires or tack c) Steel shall be brought from other plant









welding and supporting as required with all

leads and lifts etc complete as directed by

Engineer in char ( TMT Steel shall be from other

plant only )

18 Providing Reinforced cement concrete parapet with Spec.No.: BR.51(a) Page No.144/IS The work shall be executed as per spcifications and

M.15 cement concrete of trap/ granite/ quartzite/ 456 (2000) As directed by Engineer in charge.M.15 cement concrete of trap/ granite/ quartzite/ 456 (2000) As directed by Engineer in charge.

gneiss metal with cast in situ/precast panels as per

the detailed drawing including reinforcement,

scaffolding, centering, formwork, compacting, finishing

and curing with all leads and lift etc. complete.

19 Providing trap rubble filling behind the abutment, Spec.No. BR.57 Page No.151 1 ) As directed by Engineer - in - charge.

returns or wings.

20 Providing selected hard murum filling including Spec.No.CD.14 Page No.167 The work shall be executed as per spcifications and

laying in layers of 15 centimetre to 20 centimetre As directed by Engineer in charge.

watering and compacting including all leads and

lifts complete.









21 Providing 90centimetre thick flexible stone mat as ~~ ~~ 1 ) As directed by Engineer - in - charge.

per standard drawing including supplying all materials

at work site spreading and compaction complete as

directed by Engineer in charge.

22 Providing and fixing Asbestos cement , Un-plasticised ~~ ~~ The work shall be executed as per spcifications and22 Providing and fixing Asbestos cement , Un-plasticised ~~ ~~ The work shall be executed as per spcifications and

Poly Vinyl Chloride pipes of 100 millimetre diameter As directed by Engineer in charge.

and of required length for providing weep holes in

Abutments, Riding returns, Returns, including

necessary inverted filter etc. complete.

23 Providing galvanised iron 100mm diameter Spec.No. : BR.55 Page No. 149 The work shall be executed as per spcifications and

water spouts as per approved drawings. As directed by Engineer in charge.









FOR C. D. WORK

24 Excavation for foundation in earth, soil of all Spec.No.Bd.A. 1 Page No.259 a ) The sizes of length, width and depth of

types, sand, gravel and soft murum,including excavation show on drawing are probale and may

removing the excavated material up to a vary in actual execution. The contractor is

distance of 50metre beyond construction area & not entitled to claim extra payment for changes in

stacking and spreading as directed, sizes of excavation. stacking and spreading as directed, sizes of excavation.

dewatering, preparing the bed for the b ) The decision regarding the classification of

foundation and necessary back filling, strata given by Executive Engineer shall be final &

ramming, watering including shoring and will be binding on the contractor.

strutting including all leads and lift etc. complete. c) Soft strata includes all types of soil, all types clay

sand, soft murum, all types of hard murum,

Boulders and soft rock which can be best

removed by pick axe and / or with shawel after loosening

with pick axe are or crow bar. It shall also include isolated

boulders up to 0.10cubicmeter each, which do not need

blasting and could be removed with pick axe, crow bar

and shawel.









25 Excavation for foundation in hard murum Spec.No.Bd.A. 2 Page No.259 a ) The sizes of length, width and depth of

including removing the excavated materials excavation show on drawing are probale and may

upto distance of 50 metres beyond vary in actual execution. The contractor is

construction area and stacking and spreading not entitled to claim extra payment for changes in

as directed, dewatering, preparing the bed for sizes of excavation.

the foundation and necessary back filling, b ) The decision regarding the classification ofthe foundation and necessary back filling, b ) The decision regarding the classification of

ramming, watering including shoring and strata given by Executive Engineer shall be final &

strutting including all leads and lift etc. complete. will be binding on the contractor.

c) Soft strata includes all types of soil, all types clay

sand, soft murum, all types of hard murum,

Boulders and soft rock which can be best

removed by pick axe and / or with shawel after loosening

with pick axe are or crow bar. It shall also include isolated

boulders up to 0.10cubicmeter each, which do not need

blasting and could be removed with pick axe, crow bar

and shawel.

mentioned in the wording of item.









26 Providing and laying in situ cement concrete of Spec.No CD.3 Page No. 160 A ) The foundation shall be passed in writing by

1:4:8 with trap metal in foundation including /IS 456 (2000) Executive Eingineer before concreting is started.

necessary compacting, covering newly laid B ) The bed of the foundation trenches shall be

concrete by gunny bag, plastic or tarpaulin and cleaned. All loose material is to be well wetted if dry to

curing etc. complete. including form work. prevent absorption of water from the green concrete.

Including all leads and lifts etc. complete. C ) Proportion of ingradient materials shall be asIncluding all leads and lifts etc. complete. C ) Proportion of ingradient materials shall be as


27 Providing cement concrete M-15 grade for head Spec.No.CD.8 160/IS 456 (2000)The work shall be executed as per spcifications and

walls, abutments, piers, return, wings, with or As directed by Engineer in charge.

without circular or other shaped opening for

waterway including necessary scaffolding,

formwork, compaction, finishing, covering newly

laid concrete by gunny bag,plastic or tarpaulin and

curing with all leads and lifts etc. complete.









28 Providing and laying in situ cement concrete of Spec.No CD.3 Page No. 160 A ) The foundation shall be passed in writing by

1:3:6 with trap metal in foundation including /IS 456 (2000) Executive Eingineer before concreting is started.

necessary compacting, covering newly laid B ) The bed of the foundation trenches shall be

concrete by gunny bag, plastic or tarpaulin and cleaned. All loose material is to be well wetted if dry to

curing etc. complete. including form work. prevent absorption of water from the green concrete.

Including all leads and lifts etc. complete. C ) Proportion of ingradient materials shall be asIncluding all leads and lifts etc. complete. C ) Proportion of ingradient materials shall be as


29 Providing and laying cement concrete pipe of I.S. Spec.No CD.7 Page No. 162 The work shall be executed as per spcifications and

N.P.-2 Class of 900 mm diameter in proper as directed by Engineer in charge.

line, level and slope including providing, fixing ii) The tested pipe with ISI mark shall be used and

collars or spigot and socket joint by rubber ring proof shall be produced for the same.

and in cement mortar 1:2 with all leads and lifts

etc. complete.

N.P.-2 Class of 900millimetre diameter









30 Providing and casting in situ cement concrete Spec.No.Bd.E.3 Page No. 288 / A ) All materials are to be tested and design mix

1:2:4 of trap metal, for coping to plinth or IS 456:2000 should be obtained from Government or

parapet moulded or chamfered as per drawing or Government approved laboratory before starting of

as directed including centering,form work, com work as directed by Engineer - in charge.

pacting, covering newly laid concrete by gunny B ) Grade of concrete shall be M-15 by design mix.

bag, plastic or tarpaulin, roughening them if C )Sampling and testing shall comply with

special finish is to be provided and curing and specification No B-7 ( 3 ) /Page No. 38 and releventspecial finish is to be provided and curing and specification No B-7 ( 3 ) /Page No. 38 and relevent

finishing if required with all leads and lifts etc. specification No. B - 6 ( 12 ) Page No. 37 from

complete. (The cement mortar 1:3 plaster is standard specifications.

considered for rendering uneven and honey D ) The rate of item is based on cement content of

combed surface only. Wooden planks/shuttering 305 kilogram per cubic meter. For change of

will not be allowed) cement content as per actual design mix. The rate

of item will be increased or decreased as per the

conditions mentioned in the B - 7 - 4 Page No. 39 of

P.W.D. Government of Maharashtra.

F ) The cement mortar 1:3 plaster is considered for

rendering uneven and honeycombed surface only.

G ) Wooden plnks shuttering will not be allowed,

Only steel or plywood shuttering shall be used.









31 Providing and laying in situ Mix-15 cement concrete of Spec.No. BR.47 Page No.140 The work shall be executed as per spcifications and

trap metal including compacting, finishing, curing and IS456(1978) As directed by Engineer in charge.

filling in joints with bitumen complete etc. for approach BR 47D

slab (excluding reinforcement.)

FOR ROAD WORKFOR ROAD WORK

32 Excavation for road way in by mechanical Spec.No. Rd.2 Page No.180 a) The work shall be executed as per specifications and

means earth soil of all sorts sand, gravel, soft As directed by Engineer in charge.

murum and hard murum, hard murum with b) Instruction regarding widening and strenthning of

boulders including dressing section to the road and maintaing crust thickness register issued

required grade, camber and side slopes and vide Govt. Circular No. RMR-2005/CR 201(1) /Road-1

conveying the excavated materials with all dt. 2.1.06 and Circular No. RMR-2005/C.R. 201 (2) /

lifts and spreading for embankment or Road-1 dt. 2.1.06 shall be strictly followed.

stacking etc. as directed by Engineer in charge.









33 Excavation for catch/side water gutter/jungle gutter Spec.No Rd. 9 Page No. 187 1 ) Soft strata includes all types of soil, all types clay,

in all sorts of soils strata to the specified section sand, soft murum, all types of hard murum,Boulders

including stacking the excavated stuff in a regular bund which can be best removed by pick axe & /or with shawel

and disposing of unsuitable or excess stuff beyond 50 crow bar. It shall also includes isolated boulders up

m. from place of excavation as directed by Engineer in to 0.10cubicmeter each, which do not need blasting

charge by Mechanical and sectioning manually for road and could be removed with shawel / crow bar of the

side gutter excavator machineside gutter excavator machine

a) In Sort of Soil ( By Mechanical ) 2) Hard strata includes soft rock and hard rock It shall

also include isolated boulders having mass above

0.10 cubic meter each, which do not need blasting and

could be removed with pick axe, crow bar

3) The decision regarding the classification of strata



4) The unit for mode of measurement will be one

cubic meter basis instead of one running metre length

as mentioned in the standard specification book.









34 Providing earth work for embankment with Spec.No. Rd.13 Page No.194 The work shall be executed as per spcifications and

approved materials obtained from excavation As directed by Engineer in charge.

by mechanical means from Departmental

land or other sources including all lifts and , laying in

layers of 20 centimetre to 30 centimetre thickness

breaking clods dressing to the required lines,

curves,grades and sections and compacting withcurves,grades and sections and compacting with

power roller all leds and lift etc complete.

as directed by Engineer in charge

35 Supplying 60millimetre trap stone metal by Spec.No. Rd. 19 Page No.197 1)The materals shall be got tested from the approved

breaking boulders (hand broken) of required size laboratory before use, at the cost of contractor. He

by bringing the boulders at the road side, breaking must preserve the forest conservation act. 1980. He is

them to required gradation including conveying fully wholely and solely responsible for violance of

boulders and stacking broken metal including all leads forest conservation act. 1980. The rates shown in

and lift etc. complete. schedule ‘ B ‘ will be deemed to have included all

leads lifts, royalty chargs octroi duty, sale tax etc. if the

Government quarries are not available, it will be the

responsibility of the contractor to obtain the material









from the private quarry at his own cost, for which the

contractor should obtain the permission of the owner

and the competenet authority at his own cost and no

extra lead charges will be given to the contractor.

2) The Contractor should submit the receipt of payment

of royalty charges of the material used, if such receipt is

not produced by the contractor the royalty charges willnot produced by the contractor the royalty charges will

be deducted from the bill of work done by the contractor.

3) During execution rubble from quarry site should be

brouhgt to road side and stacked. The rubble for one

stack should be broken first and broken metal should

be got approved from Engineer in charge.

4) The broken metal should be collected as per

requirement by the side of road & properly stacked &

got approved from Engineer in charge before spreading

5) The stacking of metal should be so done that it do

not cause hinderence to existing traffic.

6) As directed by Engineer in charge.









36 Supplying 40millimetre trap stone metal by Spec.No. Rd. 19 Page No.197 1)The materals shall be got tested from the approved

breaking boulders (hand broken) of required size laboratory before use, at the cost of contractor. He

by bringing the boulders at the road side, breaking must preserve the forest conservation act. 1980. He is

them to required gradation including conveying fully wholely and solely responsible for violance of

boulders and stacking broken metal including all leads forest conservation act. 1980. The rates shown in

and lift etc. complete. schedule ‘ B ‘ will be deemed to have included all

leads lifts, royalty chargs octroi duty, sale tax etc. if theleads lifts, royalty chargs octroi duty, sale tax etc. if the

Government quarries are not available, it will be the

responsibility of the contractor to obtain the material

from the private quarry at his own cost, for which the

contractor should obtain the permission of the owner

and the competenet authority at his own cost and no

extra lead charges will be given to the contractor.



not produced by the contractor the royalty charges will


3) During execution rubble from quarry site should be

brouhgt to road side and stacked. The rubble for one









stack should be broken first and broken metal should

be got approved from Engineer in charge.

4) The broken metal should be collected as per

requirement by the side of road & properly stacked &

got approved from Engineer in charge before spreading

5) The stacking of metal should be so done that it do

not cause hinderence to existing traffic.not cause hinderence to existing traffic.

6) As directed by Engineer in charge.

37 Supplying hard murum at the road side, Spec.No. Rd. 23 Page No.202 1) The materials shall be got tested from the approved

including conveying and stacking incuding all laboratory before use, at the cost of contractor. He

leads and lift etc. complete. must preserve the forest conservation act. 1980. He is

fully wholely and solely responsible for violance of

forest conservation act. 1980. The rates shown in

schedule ‘ B ‘ will be deemed to have included all

leads lifts, royalty charges octroi duty, state Government

quarries are not available, it will be the responsibility of

the contractor to obtain the material from the private

quarry at his own cost, for which the contractor should









obtain the permission competenet authority at his own

cost and no extra lead charges will be giver to the

contractor.




be deducted from the bill of work done by the contractor.be deducted from the bill of work done by the contractor.

3) The murum should be collected as per requirement by

the side of road & propoerly stacked & got approved from

Engineer in charge before spreading.

4) The stacking of murum should be so done that it do


38 Supplying soft murum at the road side, including Spec.No. Rd. 24 Page No.203 1) The materals shall be got tested from the approved

conveying and stacking inlcuding all leads and lift laboratory before use, at the cost of contractor. He

complete. must preserve the forest conservation act. 1980. He is

fully wholely and solely responsible for violance of

forest conservation act. 1980. The rates shown in









schedule ‘ B ‘ will be deemed to have included all

leads lifts, royalty charges octroi duty, state Government

quarries are not available, it will be the responsibility of

the contractor to obtain the material from the private

quarry at his own cost, for which the contractor should

obtain the permission competenet authority at his ownobtain the permission competenet authority at his own

cost and no extra lead charges will be giver to the

contractor.





3) The murum should be collected as per requirement by

the side of road & propoerly stacked & got approved from

Engineer in charge before spreading.

4) The stacking of murum should be so done that it do










39 Spreading 60 millimetre metal including Spec.No. Rd. 29 Page No.205 Prior to spreading of material, permission for

sectioning incuding all leads and lift complete. spreading should be obtained from theEngineer

in-charge.

40 Spreading 40 millimetre metal including Spec.No. Rd. 34 Page No.208 Prior to spreading of material, permission for

sectioning and incuding all leads and lift complete. spreading should be obtained from theEngineersectioning and incuding all leads and lift complete. spreading should be obtained from theEngineer

in-charge.

41 Spreading sand / soft murum/ hard murum over Spec.No. Rd.28, Page No.206 to Prior to spreading of material, permission for

rubble soling / Water Bound Macadam surface 31,36,37,39 210 spreading should be obtained from theEngineer

incuding all leads and lift complete. in-charge.

42 Compacting the sub grade / gravel oversize Spec.No. Rd. 32 Page No.206 The unit for mode of measurement will be one square

metal (200millimetre loose) layers 2.00 metre to Relevant Part metre of surface area instead of one kilometre

7.00 metre wide with power roller including of MOST - 2001 length as mentioned in the standard specification

necessary, labour, materials and artificial watering Clause No. 401 book. For compaction only power roller of 10 to 12

complete. Metric Tonne capacity roller of required Specification

shall be used as diected by the Engineer in charge.









43 Compacting the subgrade / gravel/size metal (100 Spec.No. Rd. 35 Page No.209 The unit for mode of measurement will be one square

millimetre loose) 2.00 to 7.00metre width with metre of surface area instead of one kilometre

power roller including necessary,labour, materials length as mentioned in the standard specification

and artificial watering complete. book. For compaction only power roller of 10 to 12

Metric Tonne capacity roller of required Specification

shall be used as diected by the Engineer in charge.shall be used as diected by the Engineer in charge.

44 Compacting the hard murum side widths (up to Spec.No Rd. 40 Page No. 211 The unit for mode of measurement will be one square

200 millimetre) with power roller including artificial metre of surface area instead of one kilometre

watering complete. length as mentioned in the standard specification

book. For compaction only power roller of 10 to 12

Metric Tonne capacity roller of required Specification

shall be used as diected by the Engineer in charge.

45 Providing and laying 75 millimetre thick Spec No. : MOST 2001 Cl. No. 5061) Bitumen of I. S. grade of 60/70 penetration

compacted Bitumen Bound Macadam Page No. 160 shall be used.

with 60/70 grade (VG-30) bitumen over Govt. of Maharashtra P.W.D. Circular2) For controlling traffic, construction and

existing Water Bound Macadam surface No Misc/2001/P.C.-2/PLN . maintenance of deversion, no extra payment

including picking the road metalled surface, Mantralaya Mumbai 24/01/2001 shall be made for this









thoroughly cleaning the Water Bound 3)The work shall be caried in day time only and

Macadam surface by using mechanical in dry weather condition.

broom or approved equipment, spreading 40 4) 8.00 to 10.00 tonne power roller for

millimetre size metal (Hand broken by compaction will be only allowed as approved by

bringing blasted rubble on site of work) at Engineer-in-charge.

the rate of 0.09 Cubic Metre per one Square 5) Bitumen shall be heated temp.of177 degrees

Metre compacting metal with roller and to 191 degrees Centigrade.Metre compacting metal with roller and to 191 degrees Centigrade.

bitumen is then spread at the rate of 2 6) All quality control test shall be carried out as

kilogram per square metre.,., spreading 12 per M.O.S.T. Clause No.900 & testing charges

millimetre metal at the rate of 0.018 Cubic should be bomed by contractor.

Metre per one Square Metre The surface 7) The representative of contractor should sign

shall be lightly rolled so that metal pieces get the register showing account of asphalt daily in

embeded in the bitumen layer and rolling token of his acceptance.

shall continue until entire surface is 8) The contractor should submit the receipt of

throughly compacted etc. complete. (With payment of royalty charges of the material used, if such

Static Roller) (including diversion road) receipt is not produced by the contractor the royalty

Spec. No.: As directed by Engineer-in-charge. charges will be deducted from the bill of work done

by the contractor.

9) The spraying of bitumen shall be done by using









mechanical sprayers with gun of bitumen attached to the

bouzer

10) Item Shall be executed as per instructions and as

directed by Engineer - in - Charge

11) The 40 mm metal shall be hand broken and it shall

be broken from blasted rubble brought at site.

46 Providing 20 millimetre thick open graded Spec No. MOST 2000 Cl. No. 511 1)The work shall be caried in day time only and

premix bituminous carpet, by using 60/70 Clause No. 509 Page No. 192 in dry weather condition.

grade (VG-30) bitumen including supplying to 195 2) Bitumen of I. S. grade of 60/70 penetration

all material, preparing and cleaning the for premix carpet and tack coat should be used.

base, heating bitumen, applying tack coat at 3) For controlling traffic, construction and

0.3 kilogram per one square metres laying mainterance of deversion, no extra payment

carpet and compacting without seal coat on shall be made for this

Black Topping surface Hot Mix Hot laid with 4) The representative of contractor should sign

paver finisher with all leads and lift complete. the register showing account of asphalt daily in

token of his acceptance.

5) 8.00 to 10.00 tonne roller for compaction will

be only allowed as approved by Engineer-in-charge.









6) All quality control test shall be carried out as

per M.O.S.T. Clause No.900 and testing charges

should be borned by contractor.

7) To ensure the desired compaction of the material to

achieve the minimum density of 2250 kg per cubic metre

the contractor should produce the weight receipt

of every load of the premix material of the open gradedof every load of the premix material of the open graded

carpet at the site before laying the material and

accordingly the laying and compaction of the material

should be done.

8) The contractor should sbumit the receipt of

payment of royalty charges of the material used, if such

receipt is not produced by the contractor the royalty

charges will be deducted from the bill of work done

by the contractor.











47 Providing bituminous liquid seal coat (Type MOST 2001 201 to 204 1)The work shall be caried in day time only and

A) to black top surface, with 80/100 grade Cl.No.513 in dry weather condition.

(VG-10) bitumen including supplying all 2) Bitumen of I. S. grade of 80/100 penetration

materials including all leads, preparing for premix carpet and tack coat should be used.

existing road surface, heating and applying 3) For controlling traffic, construction and

bitumen, spreading chips and rolling complete maintenance of deversion, no extra paymentbitumen, spreading chips and rolling complete maintenance of deversion, no extra payment

(by using bulk asphalt) MOST 1995 Cl. No. shall be made for this

513 Spec.No. : M.O.S.T. 2000 Cl. No. 513 4) The representative of contractor should sign

the register showing account of asphalt daily in

token of his acceptance.

5) 8.00 to 10.00 tonne roller for compaction will

be only allowed as approved by Engineer-in-charge.

6) Bitumen shall be heated temp.of 177 degrees

to 191 degrees Centigrade.

7) All quality control test shall be carried out as

per M.O.S.T. Clause No.900 & testing charges

should be bomed by contractor.









8) The contractor should submit the receipt of

payment of royalty charges of the material used, if such

receipt is not produced by the contractor the royalty

charges will be deducted from the bill of work done

by the contractor.

9) The spraying of bitumen shall be done by using9) The spraying of bitumen shall be done by using

mechanical sprayers with gun of bitumen attached to

the bouzer.



48 Providing dry rubble stone pitching 23centimetre. Spec.No. : Rd.73 Page No. 246 The work shall be executed as directed by Engineer in

(about 9") thick including packing with quarry charge.

spalls and hard murum etc. complete

As directed by Engineer in charge.









49 Royalty Charges as per Revenue and Forest ~~ ~~ The payment shall be done by producing orignal recept

Department's notification dated 11/02/2010 as of royalty charges of this work.

Maharashtra Minor Mineral Extraction Rules,

2010 and as per insruction in general notes on

CSR 2011-2012 in P.W. Sanctioned schedule

of rates for District Nashik for the yearof rates for District Nashik for the year

2011-2012 for items of lime stone, lime

shell,stones, rubble, stone dust, shingles,

gravel, murum, kankar and ordinary sand,

ordinary clay, ordinary earth (to be used for

embankment and filling), slate and shell etc. General Additional Specification For All Items :-1 ) For all above items all the materials shall be

got tested from the approved laboratory before

use at the cost of Contractor. He must preserve

the Forest Conservation Act. 1980. He is fully

wholy and solely responsible for violance of

Forest Conservation Act. 1980. The rates shown









in Schedule 'B' will be deemed to have including

all leads, lifts, royalty charges octroi duty, sale

tax etc. If the Government quarries are not

available the material from the private quarry his

own cost, for which the contractor should obtain

the premission of the owner and the competenetthe premission of the owner and the competenet

autharity at his own cost and no extra lead charges

will be given to the contractor.

2 ) The percentage of rates quated in the tender

shall be including all taxes, lavies, tolles, octri,

excise, turnover tax, tax as per works contract

act of Government of Maharastra etc.

No Extra payment on this behalf will begiven to

the contractor.

In addition to the above. All above items shall be

exuted according to the









1 ) Standard specification book published by

Government of Maharastra Volume I & II, 1979 & 1981

Edition.

2 ) M.O.S.T. Edition 2000, IS. 456 - 2000 and all other

standard specifications and relevent I.S. codes and B I

S codes wherever applicable and as directed byS codes wherever applicable and as directed by

Engineer in Charge.

Sub Divisional Engineer Executive Engineer

P. W. Sub Division, No.1 Trimbakeshwar P. W. Division, ( North ) Nashik



S P E C I F I C A T I O N - F O R - Maharashtra · 2013-08-19 · 3 Excavation for foundation in...

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