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Dy.Ex.Engr.Sr.NoQuantityEstimatedbut may bemore or lessItem of WorkIn figuresEstimated RateIn WordsUnit PerAmount accordingto estimatedquantity1 2 3 4 5 6 742 14.00 Test of Bitumen-Viscosity.1050.00 Rupees One Thousand One Test 14700.00TestFifty and Paise NilOnly4313.00TestTest of Aggregate-impactvalue/los angeles abraison value 850.00 Rupees Eight One Test 11050.00Hundred Fifty andPaise Nil Only44 8.00 Test of Bitumen-Extraction Test.1100.00 Rupees One ThousandOne Hundred and45Test6.00 Test of Concrete-Compressive Strength OF Cement concrete. 450.00Paise Nil OnlyRupees Four HundredTest Cube(Set of 3 cubes).FiftyOnlyand Paise Nil46 2.00TestTest of Concrete-concrete mix design 8000.00 RupeesThousandNil OnlyEightand Paise47 1.00 Test of Cement-standard consistency 2500.00 Rupees TwoThousand FiveTestHundred and Paise NilOnlyRupees One Crore Eighty Six Lakhs Eighty Nine Thousand One Hundred Sixty Four and Paise Nil onlyOne TestOne Test 2500.00Total Rs. 18689164.36Say Rs.8800.00One Test 2700.00One Test 16000.0018689164.00Contractor No. of Corrections Executive Engineer 162
Dy.Ex.Engr.Name of Work :--Improvements (Widening)to Paud Kolwan Fagane Dam Road,Km 3/500 to 16/400 (12/500 to 16/400) MDR 26 Tal-Mulshi,Dist-PuneSr.NoItem of WorkSpecification NoPage No1 2 3 4 51 Excavation for roadway by Mechanical means inearth,soil of all sorts ,sand ,gravel or soft murumincluding dressing section to the required grade,camber,and side slopes and conveying theexcavated materials with all lifts and leads andspreading for embankment or stacking as directedetc.complete.SCHEDULE- 'C'Detailed Itemwise SpecificationReference to Standard Specification BookVolume I 1979 edition and Volume II 1981edition and Specification for Road and Bridgeworks published by Ministry of Road Transport2001 edition (Latest Edition)Additional Specification if anyRd-2 180-183 The useful excavated material shall be utilised asdirected by the Engineer In Charge .2 Excavation for catch /side water gutter bymechanical means in earth , soil of all sorts , sand ,gravel , or soft murum to the specified sectionincluding stacking the excavated stuff in regularbund and disposing of unsuitable or excess stuff asdirected .Rd-9 187 The useful excavated material shall be utilised asdirected by the Engineer In Charge .The contractrate shall be for One Cubic Meter instead of ofone running meter as mentioned in specification.Contractor No.of Corrections Executive Engineer 163
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Dy.Ex.Engr.Sr.NoQuantityEstimatedbut may bemore or lessItem of WorkIn figuresEstimated RateIn WordsUnit PerAmount accordingto estimatedquantity1 2 3 4 5 6 742 14.00 Test of Bitumen-Viscosity.1050.00 Rupees One Thousand One Test 14700.00TestFifty and Paise NilOnly4313.00TestTest of Aggregate-impactvalue/los angeles abraison value 850.00 Rupees Eight One Test 11050.00Hundred Fifty andPaise Nil Only44 8.00 Test of Bitumen-Extraction Test.1100.00 Rupees One ThousandOne Hundred and45Test6.00 Test of Concrete-Compressive Strength OF Cement concrete. 450.00Paise Nil OnlyRupees Four HundredTest Cube(Set of 3 cubes).FiftyOnlyand Paise Nil46 2.00TestTest of Concrete-concrete mix design 8000.00 RupeesThousandNil OnlyEightand Paise47 1.00 Test of Cement-standard consistency 2500.00 Rupees TwoThousand FiveTestHundred and Paise NilOnlyRupees One Crore Eighty Six Lakhs Eighty Nine Thousand One Hundred Sixty Four and Paise Nil onlyOne TestOne Test 2500.00Total Rs. 18689164.36Say Rs.8800.00One Test 2700.00One Test 16000.0018689164.00Contractor No. of Corrections Executive Engineer 162