s p e c i f i c a t i o n - f o r p e c i f i c a t i o n - f o r name of work :-improvement to...

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

IMPROVEMENT TO TALWADE TO GANESHKHED ROADVR-46 KM 0/000 TO 4/500 TALUKA TRIMBAKESHWAR, DIST. NASHIKUnder Budget BI. No. 1092 / Page No. 526 Rs. 70.00 Lacs

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 Standard

specification book Published byspecification 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.

1 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.

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

specification book Published by




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

gutter/jungle gutter in all sorts of soils strata to sand, soft murum, all types of hard murum,Boulders

the specified section including stacking the which can be best removed and /or with shawel /

excavated stuff in a regular bund and disposing crow bar. It shall also includes isolated boulders up

of unsuitable or excess stuff upto a lead of 50 to 0.10cubicmeter each, which do not need blasting

metre from place of excavation as directed by and could be removed with shawel / crow bar of themetre from place of excavation as directed by and could be removed with shawel / crow bar of the

Engineer in charge by Mechanical means and excavator machine

sectioning manually for road side gutter with all 2) Hard strata includes soft rock and hard rock It shall

lead and lift etc. complete also includes 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

given by Executive Engineer shall be final and will be

binding on the contractor.

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.









3 Providing earth work for embankment with Spec.No. Rd.13 Page No.194 The work shall be executed as per specifications 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,breaking clods dressing to the required lines,

curves,grades and sections and compacting with

power roller all leds and lift etc complete.

as directed by Engineer in charge

4 Supplying 60millimetre trap stone metal by Spec.No. Rd. 22 Page No.201 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 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 Contractor should submit the receipt of payment

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

not produced by the contractor the royalty charges will

be duducted 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.









5 Supplying 40millimetre trap stone metal by Spec.No. Rd. 22 Page No.201 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 alland lift etc. complete. schedule ‘ B ‘ will be deemed to have included all

leads lifts, royalty charges 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 premission of the owner

and the competenet autharity at his own cost and no

extra lead charges will be given to the contractor.


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



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 do5) The stacking of metal should be so done that it do


6) As directed by Engineer in charge.

6 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 premission competenet authorlly at his own

cost and no extra lead charges will be giver to the

contractor.



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


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


7 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 chargs 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 premission competenet autharity at his own

cost and no extra lead charges will be giver to thecost 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










8 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.

9 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.

10 Spreading 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.

11 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.









12 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


13 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



14 Compacting hard murum/kankar (upto 300 Spec.No Rd. 38 Page No. 210 The unit for mode of measurement will be one square

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

artificial watering complete. length as mentioned in the standard specification

book. For compaction only power roller of 10 to 12


shall be used as directed by the Engineer in charge.









15 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 andthoroughly 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 to temp.of177 degrees

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 borned 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 sbumit 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 themechanical 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.

16 Providing and laying 75 millimetre thick Spec No. MOST 2000 Cl. No. 511 1) Bitumen of I. S. grade of 60/70 penetration

compacted Bitumen Bound Macadam shall be used.

with 60/70 grade (VG-30) bitumen over 2) For controlling traffic, construction and

existing Black Topped surface including mainterance of deversion, no extra payment

thoroughly cleaning the Black Topped shall be made for this

surface by using mechanical broom or 3)The work shall be caried in day time only and









approved equipment, applying tack coat at in dry weather condition.

the rate of 0.5 kilogram per square metre,., 4) 8.00 to 10.00 tonne power roller for

spreading 40 millimetre size metal (Hand compaction will be only allowed as approved by

broken by bringing blasted rubble on site of Engineer-in-charge.

work) at the rate of 0.09 Cubic metre per 5) Bitumen shall be heated temp.of177 degrees

square metre. compacting metal with roller to 191 degrees Centigrade.

and Bitumen is then spread at the rate of 2 6) All quality control test shall be carried out asand 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 borned by contractor.

metre per square metre. The surface shall 7) The representative of contractor should sign

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 sbmit 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.


mechanical sprayers with gun of bitumen attached to the

bouzer











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

be broken from blasted rubble brought at site.

17 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.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 graded

carpet at the site before laying the material and

accordingly the laying and compaction of the materialaccordingly the laying and compaction of the material

should be done.

8) The contractor should sbmit 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.



18 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 mainterance 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.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 to 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 borned by contractor.

8) The contractor should sbmit 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.










mechanical sprayers with gun of bitumen attached to

the bouzer.



19 Constructing maintaining temparary road divertion ~~ ~~ The work shall be executed as per specifications and19 Constructing maintaining temparary road divertion ~~ ~~ The work shall be executed as per specifications and

till completion of project including all necessary items As directed by Engineer in charge.

20 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 shown on drawing are proble and may

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

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

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 and / or with shawel after loosening with

pick are or crow bar. It shall also includes isolated

boulders up to 0.10cubicmeter each, which do not

need blasting and could be removed with pick axe,

crow bar and shawel.

21 Excavation for foundation in hard murum Spec.No.Bd.A. 2 Page No.259 a ) The sizes of length, width and depth of21 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 shown on drawing are proble 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 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
















22 Excavation for foundation in hard murum and Spec.No.Bd.A. 3 Page No.259 a ) The sizes of length, width and depth of

Boulders including removing the excavated materials excavation shown on drawing are proble and may

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
















23 Excavation for foundation in soft rock or old Spec.No.Bd.A. 4 Page No.259 a ) The sizes of length, width and depth of

cement or lime masonry foundations excavation shown on drawing are proble and may

including removing the excavated materials vary in actual execution. The contractor is

upto a distance of 50 metres beyond not entitled to claim extra payment for changes in

construction area and stacking as directed sizes of excavation. construction area and stacking as directed sizes of excavation.

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

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

available earth murum, ramming, watering will be binding on the contractor.

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
















24 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 as

mentioned in the wording of item.mentioned in the wording of item.

25 Providing cement concrete M-10 grade for head Spec.No.CD.8 160/IS 456 (2000)The work shall be executed as per specifications 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.

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

N.P.-2 Class of required 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

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

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

watering and compacting including all leads and

lifts complete.

28 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 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 forF ) The cement mortar 1:3 plaster is considered for

rendering uneven and honeycombed surface only.

G ) Wooden plnks shuttering will not be allowed,

29 Providing earth work for embankment with Spec.No. Rd.13 Page No.194 The work shall be executed as per specifications 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 with

power roller all leds and lift etc complete.

as directed by Engineer in charge









30 Providing and fixing A.C./UPVC pipe of 100 ~~ ~~ The work shall be executed as per specifications and

millimetre diametre for weep holes. As directed by Engineer in charge.

31 Royalty Charges as per Revenue and Forest ~~ ~~ 1) As per Revenue and forest department notification

Department's notification dated 11/02/2010 dtated 11/02/2010 , Maharashtra mimneral extraction

as Maharashtra Minor Mineral Extraction rules 2010 and as per instruction in CSR 2011-2012as Maharashtra Minor Mineral Extraction rules 2010 and as per instruction in CSR 2011-2012

Rules, 2010 and as per insruction in 2) As directed by the Engineer in charge of work -

general notes on CSR 2011-2012 in P.W.

Sanctioned schedule of 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. Spec. No.: As directed by

Engineer-in-charge.

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, saleall 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 permission of the owner and the competent

authority at his own cost and no extra lead charges

will be given to the contractor.

2 ) The percentage of rates quoted in the tender

shall be including all taxes, lavies, tolles, octroi

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

S codes wherever applicable and as directed by

Engineer in Charge.



s p e c i f i c a t i o n - f o r p e c i f i c a t i o n - f o r name of work :-improvement to...

Documents