Providing Following Materials For Work 3 At Nimgaon Khalu Stbt To Nimgaon Khalu To Kshirsagar Wasti Road V.R. 363 Ch 1.00 To 3.00 Nimgaon Khalutal Shrigonda Tal Shrigonda Dist Ahmednagar , Stbt To Nimgaon Khalu To Kshirsagar Wastiroad V.R. 363 Ch 1.00 To, At Po Nimgaon Khalu-Maharashtra

Providing Following Materials For Work 3 At Nimgaon Khalu Stbt To Nimgaon Khalu To Kshirsagar Wasti Road V.R. 363 Ch 1.00 To 3.00 Nimgaon Khalutal Shrigonda Tal Shrigonda Dist Ahmednagar , Stbt To Nimgaon Khalu To Kshirsagar Wastiroad V.R. 363 Ch 1.00 To 3.00 Nimgaon Khalutal Shrigonda Tal Shrigonda Dist Ahmednagar , Labour Charges For Removing Grass, Thorney Shrubs, Jungli Shrub, Kubabul And Alike Grass Along Roadside Making The Ground Clean By Showel And Phavaras Etc. Complete.S.S.R. Item No. 21.33 , Excavation For Catch / Side Water Gutter In All Sorts Of Soils To The Specified Section Including Stacking The Excavated Stuff In A Regular Bund And Disposing Of Unsuitable Or Excess Stuff As Directed All Sorts Of Soils.S.S.R. Item No. 2.18 , Supplying Trap / Granite / Quartzite / Gneiss Stone Metal Of Required Size By Bringing The Boulders / Rubble At The Road Side Breaking Them To Required Gradation Including Conveying The Boulders / Rubble And Stacking The Broken Metal Etc. Complete . ( Prior Approval Of Sample Stack Of Broken Metal By The Ex. Engineer Is Necessary The Date Of Approval Will Form Part Of The Measurements ) A ) 80 Mm Metal, By Breaking Rubble Obtained By Blasting. ( Hand Broken ) . With Prior Approval Of Concerned Superitending Engineer S.S.R. Item No. 50.56 , Supplying Trap / Granite / Quartzite / Gneiss Stone Metal Of Required Size By Bringing The Boulders / Rubble At The Road Side Breaking Them To Required Gradation Including Conveying The Boulders / Rubble And Stacking The Broken Metal Etc. Complete . ( Prior Approval Of Sample Stack Ofroken Metal By The Ex. Engineer Is Necessary The Date Of Approval Will Form Part Of The Measurements ) A ) 40 Mm Metal, By Breaking Boulders ( Hand Broken ) ..As Directed By Engineer-In-Charge S.S.R. Item No. 50.57 , Supplying Hard Murum / Kankar At The Road Site, Including Conveying And Stacking Complete.S.S.R. Item No. 2.29A , Supplying Soft Murum At The Road Site, Including Conveying Andstacking Complete ) S.S.R. Item No. 2.29B , Spreading 80 / 40 Mm Metal For Road Work Including Sectionong Etc Complete As Directed By Engineer In Charge .S.S.R. Item No.50.58 , Spreading Hard Murum / Soft Murrum / Gravel Or Kankar For Side Width Completes.S.R. Item No.2.30 , Compacting The Sub Grade / Gravel / Oversize Metal ( 200 Mm Loose ) Layers For All Width With Power Roller Having Weight 8 To 10 Mt. Including Necessary, Labour, Materials And Artificial Watering Complete.S.S.R. Item No.50.59 , Compacting The Sub Grade / Gravel / Size Metal ( 100 Mm Loose ) Layers For All Widths With Power Roller Having Weight 8 To 10 Mt. Including Necessary, Labour, Materials And Artificial Watering Complete. S.S.R. Item No.50.61 , Providing And Constructing 75 Mm. Thick Modifiedpenetration Macadam ( Mpm ) Road Surface Including All Materials, Preparing The Existing Road Surface, Spreading 40 Mm. Stone Metal Layers 30% Crusher Broken Metal + 70% Hand Broken ( By Breaking Rubbleobtained By Blasting ) Heating And Spraying Thebitumen Of Specified Grade @ 2 Kg / Sqm, Spreading 12 Mm.Size Chips Compacting With Three Wheel Static Roller Having Weight 8 To 10 Mt. To Achive The Desired Degree Of Compaction As Per Technical Specification Clause 506 Etc. Complete.Including Picking Of Existing Wbm Surface. ( Vg-30 Bulk Bitumen Rates Are Considered To Arrive At Rates ) S.S.R. Item No.3.35A , Open Graded Premix Surfacing- Providing And Laying Ogc 20 Mm Thickness Composed Of 13.2 Mm To 5.6 Mm Aggregates Premixed With Bituminous Binder Transported To Site With Vts , Laid Over A Previously Prepared Surface, Finished To The Required Grade, Level, Alignment, And Rolling To Achieve The Desired Compaction But Excluding Prime / Tack And Seal Coat. For Bitumen Of Specified Grade--Using Drum Mix Type Hot Mix Plant With Scada, Paver And Vibratory Roller ( Over Mpm Surface ) ( Vg-30 Bulk Bitumen Rates Are Considered To Arrive At Rates ) S.S.R. Item No.4.12 , Providing And Applying Tack Coat On The Prepared Surface Heating By Fames In Boiler And Spraying Bitumen Set Footed In Bitumen Boller On B.T. Surface 2.5 Kg / 10 Sqm. ( Vg-30 Bulk Bitumen Rates Are Considered To Arrive At Rates ) S.S.R. Item No.3.30 , Providing Bituminous Type A Liquid Seal Coat On Bituminous Surface Including Supplying All Materials And Bitumen Of Specified Gradepreparing Existing Road Surface, Heating And Applying Bitumen @ 0.98 Kgsqm. By Mechanical Means, Spreading Chips And Rolling, By Static Roller Having Weight 8 To 10 Mt. Etc. Complete. ( Vg-30 Bulk Bitumen Rates Are Considered To Arrive At Rates ) S.S.R. Item No.4.01 , Providing And Laying Cement Concrete Pipe Of Is 458:2003 Np-2 Class Of 900Mm Diameter In Proper Line, Level And Slope Including Providing And Fixing Collars In Cement Mortar 1:2 And Curing Etc. Complete..S.S.R. Item No.11.11 , Providing And Fixing Board Displaying Information, Such As Name Of Work, Tender Cost, Name Of Contractor, Work Completion And Liability Period Etc, Having Rectangular Shape Of 1.20M X 0.90M Size Made Out 18 Gauge ( 1.25Mm ) Thick Mild Steel Sheet Painted With One Oat Of Zinc Chromate Stoving Primer And Two Coats Of Enamel Paint On Front Side And Grey Stove Enamel On Back Side And Border / Messages / Symbols Etc. With Approved Colour Shade Paint Complete, On M.S.Angle Of Size 35 X 35 X 3 Mm Frame With Properly Cross Braced M.S. Angles Of Size 35Mmx35mmx3mm Duly Painted Including Two M.S. Angle Iron Posts Of Size 65 Mm X 65 Mm X 6 Mm, 3.65 M Long Painted With Alternate Black And White Bands Of 25 Cm Width Including All Fixtures Etc.And Fixing The Boards In 1:4:8 Concrete Block Of Size 60 Cm X 60 Cm X 75 Cm Including, Excavation, Refilling, Transportation, And Labour Etc Complete. Spec. No. As Directed By Engineer In Charge S.S.R. Item No.6.36 , Testing Charges Of Metal 60Mm / 40Mm-Crushing Value / Compressive Strength Water Absorption & Specific Gravity, , Testing Charges Of Metal 80Mm / 40Mm- Sieve Analysis , Testing Charges Of Hard Murum - Liquid Limit & Plastic Limit. , Testing Charges Of Bitumen - Penetration, Softening Point, Flash & Fire Point, Specific Gravity , Testing Charges Of Bitumen - Extraction Test.

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Name of Work: Providing Following Materials For Work At Nimgaon Khalu Tal Shrigonda Tal Shrigonda Dist Ahmednagar

Sl. No.	Item Description
1	STBT to Nimgaon Khalu To Kshirsagar wastiRoad V.R. 363 Ch 1.00 to 3.00 Nimgaon khaluTal Shrigonda Tal Shrigonda Dist Ahmednagar
2	Labour charges for removing grass, thorney shrubs, Jungli shrub, Kubabul and alike grass along roadside making the ground clean by showel and phavaras etc. complete.S.S.R. Item No. 21.33
3	Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils.S.S.R. Item No. 2.18
4	Supplying trap/granite/quartzite/gneiss stone metal of required size by bringing the boulders / Rubble at the road side breaking them to required gradation including conveying the boulders /Rubble and stacking the broken metal etc. complete . (Prior approval of sample stack of broken metal by the Ex. Engineer is necessary the date of approval will form part of the measurements)a)80 mm Metal, By breaking rubble obtained by blasting.(Hand broken). with prior approval of concerned Superitending Engineer S.S.R. Item No. 50.56
5	Supplying trap/granite/quartzite/gneiss stone metal of required size by bringing the boulders / Rubble at the road side breaking them to required gradation including conveying the boulders /Rubble and stacking the broken metal etc. complete . (Prior approval of sample stack ofroken metal by the Ex. Engineer is necessary the date of approval will form part of the measurements) a)40 mm Metal, By breaking Boulders (Hand broken)..As directed by Engineer-in-charge S.S.R. Item No. 50.57
6	Supplying hard murum/ kankar at the road site, including conveying and stacking complete.S.S.R. Item No. 2.29a
7	Supplying soft murum at the road site, including conveying andstacking complete) S.S.R. Item No. 2.29b
8	Spreading 80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge .S.S.R. Item No.50.58
9	Spreading hard murum/ soft murrum/ gravel or kankar for side width completeS.S.R. Item No.2.30
10	Compacting the sub grade/gravel/oversize metal (200 mm loose) layers for all width with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete.S.S.R. Item No.50.59
11	Compacting the sub grade / gravel / size metal (100 mm loose) layers for all widths with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete. S.S.R. Item No.50.61
12	Providing and constructing 75 mm. thick ModifiedPenetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubbleobtained by blasting) heating and spraying thebitumen of specified grade @ 2 Kg/sqm, spreading 12 mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete.Including picking of existing WBM surface. (VG-30 bulk bitumen rates are considered to arrive at rates)S.S.R. Item No.3.35a
13	Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates premixed with bituminous binder transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction but excluding prime / tack and Seal coat. For Bitumen of specified grade--USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller ( Over MPM Surface) (VG-30 bulk bitumen rates are considered to arrive at rates)S.S.R. Item No.4.12
14	Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on B.T. surface 2.5 kg/10 sqm.(VG-30 bulk bitumen rates are considered to arrive at rates)S.S.R. Item No.3.30
15	Providing bituminous Type A liquid seal coat on bituminous surface including supplying all materials and bitumen of specified gradepreparing existing road surface, heating and applying bitumen @ 0.98 KgSqm. by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 MT. etc. complete. (VG-30 bulk bitumen rates are considered to arrive at rates)S.S.R. Item No.4.01
16	Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 900mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete..S.S.R. Item No.11.11
17	Providing and fixing board displaying information, such as "Name of work, Tender cost, name of Contractor, Work completion and liability period etc", having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one oat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge S.S.R. Item No.6.36
18	Testing charges of Metal 60mm/40mm-Crushing Value/Compressive Strength Water Absorption & Specific Gravity,
19	Testing charges of Metal 80mm/40mm- Sieve Analysis
20	Testing charges of Hard Murum - Liquid limit & plastic Limit.
21	Testing charges of BITUMEN - Penetration, Softening Point, Flash & Fire Point,Specific Gravity
22	Testing charges of BITUMEN - Extraction Test.