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Providing Following Materials For Work At Sarola Somvanshi Providing Following Materials For Work Strengthening Road Cd Works Navalewadi To Sarola Somavanshi ( Vr78 ) Ch 0 / 0 To 2 / 00 At Sarola Somwanshi Tal Shrigonda Dist Ahmednagar , Provi, Ahmednagar-Maharashtra

Rural Development Department has published Providing Following Materials For Work At Sarola Somvanshi Providing Following Materials For Work Strengthening Road Cd Works Navalewadi To Sarola Somavanshi ( Vr78 ) Ch 0 / 0 To 2 / 00 At Sarola Somwanshi Tal Shrigonda Dist Ahmednagar , Provi. Submission Date for this Tender is 28-06-2022. Construction Material Tenders in Ahmednagar Maharashtra. Bidders can get complete Tender details and download the document.




Tender Notice

32759517
Providing Following Materials For Work At Sarola Somvanshi Providing Following Materials For Work Strengthening Road Cd Works Navalewadi To Sarola Somavanshi ( Vr78 ) Ch 0 / 0 To 2 / 00 At Sarola Somwanshi Tal Shrigonda Dist Ahmednagar , Provi
Open Tender
Indian
Maharashtra
Ahmednagar
28-06-2022

Tender Details

Providing Following Materials For Work At Sarola Somvanshi Providing Following Materials For Work Strengthening Road Cd Works Navalewadi To Sarola Somavanshi ( Vr78 ) Ch 0 / 0 To 2 / 00 At Sarola Somwanshi Tal Shrigonda Dist Ahmednagar , Providing Following Materials For Work Strengthening Road Cd Works Navalewadi To Sarola Somavanshi ( Vr78 ) Ch 0 / 0 To 2 / 00 At Sarola Somwanshi Tal Shrigonda Dist Ahmednagar , Excavationforfoundation Inearth, Soilsofalltypes, Sand, Gravel, Softmurumincludingshoringand Strutting, Dewateringasnecessaryanddisposingoffexcavatedstuffasdirected Etc.Complete. ( By Mechanical Means ) A ) Upto 1.50M Lift Normal Rate B ) 1.50M To 3.00M Lift, Add 10% C ) 3.00M To 4.50M Lift, Add 20% D ) 4.50M To 6.0M Lift, Add 30% , Excavationforfoundation Inhardmurumincludingshoringandstrutting, Dewateringasnecessaryand Disposing Off Excavated Stuff As Directed Etc. Complete. A ) Upto 1.50M Lift Normal Rate B ) 1.50M To 3.00M Lift, Add 10% C ) 3.00M To 4.50M Lift, Add 20% D ) 4.50M To 6.0M Lift, Add 30% , Providing And Laying In Situ Cement Concrete Of 1:4:8 Proportion With Trap / Granite / Quartzite / Gneiss Metal In Foundation Including Necessary Form Work, Compacting And Curing Etc. Complete. ( With Reversible Drum Type Mixer With Scada With Fine Agreegates Of Required Specifications ( Natural Sand / Vsi Sand Finely Washed Etc ) , Providing Cast In Situ / Ready Mix Block Of M10 Cement Concrete With Circular Or Other Shaped Opening For Waterway Including Necessary Formwork, Compaction, Finishing And Curing Etc. Complete. ( With Reversible Drum Type Mixer / Concrete Batch Mix Plant ( Pan Mixer ) With Scada With Fine Agreegates Of Required Specifications ( Natural Sand / Vsi Sand Finely Washed Etc ) , Cement 4.05 Bags / Cumt ) , 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. , Filling In Plinth And Floors Withapprovedexcavated Material In 15Cm. To 20Cm. Layers Including Watering And Compacting Etc. Complete. , Providing Rubble Filling Of Trap / Granite / Quartzite Gneiss Stones For Foundations Including Filling Voids With Sand / Grit And Compaction Etc Complete. , Providing Andlaying In Situ / Ready Mix M-20Cement Concrete Of Trap / Granite / Quartzite / Gneiss Metalfor Approach Slab / Rigid Pavement Including Compacting, Finishing, Curing Etc. Complete. ( Excluding Reinforcement ) ( Withreversible Drum Type Mixer / Concrete Batchmix Plant ( Pan Mixer ) With Scadawith Fine Agreegates Of Required Specifications ( Natural Sand / Vsi Sand Finely Washed Etc ) , Cement 6.40 Bags / Cumt ) , Supplying Hard Murum / Kankar At The Road Site, Including Conveying And Stacking Complete. , Spreading Hard Murum / Soft Murrum / Gravel Or Kankar For Side Width Complete , 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 / Rubbleandstackingthebrokenmetaletc.Complete. ( Priorapprovalofsamplestackof Brokenmetalbytheex.Engineerisnecessarythedateofapprovalwillformpartofthe Measurements ) A ) 80 Mm Metal, By Breaking Boulders ( Hand Broken ) . , Spreading 80 / 40 Mm Metal For Road Work Including Sectionong Etc Complete As Directed By Engineer In Charge . , Compactingthesubgrade / Gravel / Oversizemetal ( 200Mmloose ) Layersforallwidthwith Power Roller Having Weight 8 To 10 Mt. Including Necessary, Labour, Materials And Artificial Watering Complete. , 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 Coat 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 , Testing Charges Basic Test For Aggregate , Testing Charges - Cube - Compressive Strength , Testing Charges Murum

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BOQ Items

Name of Work: Providing Following Materials For WorkAt Sarola Somvanshi Tal Shrigonda Dist Ahmednagar
Sl. No. Item Description
1Providing Following Materials For Work Strengthening Road CD Works Navalewadi to Sarola Somavanshi (VR78) CH 0/0 TO 2/00 At Sarola Somwanshi Tal Shrigonda Dist Ahmednagar
2Excavationforfoundation inearth,soilsofalltypes,sand,gravel,softmurumincludingshoringand strutting,dewateringasnecessaryanddisposingoffexcavatedstuffasdirected etc.complete.(By Mechanical Means ) a) Upto 1.50m lift Normal Rate b) 1.50m to 3.00m lift, Add 10% c) 3.00m to 4.50m lift, Add 20% d) 4.50m to 6.0m lift, Add 30%
3Excavationforfoundation inhardmurumincludingshoringandstrutting,dewateringasnecessaryand disposing off excavated stuff as directed etc. complete. a) Upto 1.50m lift Normal Rate b) 1.50m to 3.00m lift, Add 10% c) 3.00m to 4.50m lift, Add 20% d) 4.50m to 6.0m lift, Add 30%
4Providing and laying in situ cement concrete of 1:4:8 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc )
5Providing cast in situ / ready mix block of M10 cement concrete with circular or other shaped opening for waterway including necessary formwork, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer)with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ), cement 4.05 bags/cumt)
6Providing 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.
7Filling in plinth and floors withapprovedexcavated material in 15cm. to 20cm. layers including watering and compacting etc. complete.
8Providing rubble filling of trap/ granite/ quartzite gneiss stones for foundations including filling voids with sand/grit and compaction etc complete.
9Providing andlaying in situ / ready mix M-20cement concrete of trap/granite /quartzite /gneiss metalfor approach slab / Rigid pavement including compacting, finishing, curing etc. complete. (excluding reinforcement) (withreversible drum type mixer/ concrete batchmix plant (pan mixer)with SCADAwith fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ), cement 6.40 bags/cumt)
10Supplying hard murum/ kankar at the road site, including conveying and stacking complete.
11Spreading hard murum/ soft murrum/ gravel or kankar for side width complete
12Supplying 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 /Rubbleandstackingthebrokenmetaletc.complete.(Priorapprovalofsamplestackof brokenmetalbytheEx.Engineerisnecessarythedateofapprovalwillformpartofthe measurements)a)80 mm Metal, By breaking Boulders (Hand broken).
13Spreading 80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge .
14Compactingthesubgrade/gravel/oversizemetal(200mmloose)layersforallwidthwith Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete.
15Providing 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 coat 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
16Testing charges Basic Test For Aggregate
17Testing Charges - Cube - Compressive Strength
18Testing Charges Murum
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