1. Site Order Book - Container Corporation of India

1 Sl. NoDateInstructions issued on the Inspection of work with Signature and designationContractor / contractor's representative acknowledgement with Signature, Name & DateCompliance report by contractor / contractor's representative with Signature, Name & dateFinal remarks of site Engineer with Signature, designation & date 1234561. site Order BookSl. No. Nature of HindranceDate of OccuranceDate of clearancePeriodOver laping period if anyWeightage of hindranceNet effective days of hindranceRemarks and referencesSign. of site Engineer with dateContractor / contractor's representative Signature with Name & date12 345678910112. Hindrance RegisterSl. NoDrg. No. and revision no. if anyDate of receiptDetails of DRGDate of Issue to ContractorAcknowledgement of contractorSignature of site Engineer with date12345673. Drawing RegisterSl. of ReceiptSource of ReceiptBill/ Challan Test Ceritifcate referenceQuantity Received (bags)Progressive Total of Receipts (Bags)Date of IssueQty.

2 Issued (Bags)Qty. Returned at the end of the Day (Bags)Net Qty issued (Bags)Progressive Total of issue (Bags)Balance at the end of the day (Bags)Items of work for which IssuedSign. of site Engineer with dateSign of Contractor with dateRemarks12 3 4 5 678 9 101112131415 16 174. Cement RegisterSl. No Date of Receipt Source of Receipt & Ch. No. /Bill Received (MT)Cum Qty Received (MT)Date of IssueQty issued (MT)Cummulative qty issued (MT)Balance at the end of the Day (MT)Item of work in which consumedSign. Of site Engineer with dateSign. Of contractor with dateManufacture Test certificate detailsRemarks12345678910111213145. Steel RegisterSl. of sample in GmsSize of SievesWeight retained on each Sieve%age of weight retained Cummulative %age of weight Retained%Age of weight passingSpecified %age of weight PassingSign. Of contractor with dateSign. Of site Engineer with dateRemarks/action taken1234 5 678 9 1011 12 Note: Size of Sieve should be as per CPWD manual/BIS specification6.

3 Sieve Analysis of Stone Aggregate Nominal SizeSl. No. DateSource of materialHeight of Silt after Setting (V-1)Height of sand after setting (V-2)%age Silt Content V1/V2x100 Acceptability as per specificationSign. Of site Engineer with dateSign. Of contractor with dateLocation where sand usedRemarks/action taken123567891011127. Silt Contents of Fine Sand/Coarse SandSl. of TestingItem of work and locationVibrators used Yes / NoQuantity of water added per bag of cement (Litres)Height of specimen after removal of mould in (mm)Slump (mm) Acceptibility of result or action takenSign. Of site Engineer with dateSign. of contractor with dateRemarks12 3 45678910118. Slump TestSl. No. Date of CollectionGrade of MixMark of SpecimenRequired specified strengthApprox. qty represented by SpecimenItem of work from where the sample is collectedSign. Of site Engineer with dateContractor / contractor's representative Signature with Name & dateDate of TestingLoad in KNCompressive strength (KN / mm2 )Average compressive strength (KN / mm2 )Date of TestingLoad in KNCompressive strength(KN / mm2 )Average compressive strength (KN / mm2 )12 3 4 5 6 78 910111213141516 179.

4 Cube Test7 days Test Result28 days Test ResultMDD as per lab test NoLocation ( ) / Area Represented by the Test Core Cutter of Core Cutter + Weight of Soil (in gram) (W1)Weight of Empty Core cutter (in gram) (W2)Weight of Wet Soil (in gram) W= W1-W2 Volume of Core Cutter (in CC) VBulk Density (gram/cc) W3= W/VMoisture Content of compaction layers (M)Dry Density gram/cc W4 = W3/ (1+M)Degree of compaction W4/W5 Acceptability limitSign. of site Engineer with dateContractor / contractor's representative Signature with Name & date12 34 5 6 7 89 10111213 1410. Density Test by Core Cutter MethodLab Test Density in gms/CC ..Sl. NoDate of TestQty. represented by the testLocation of holesWeight of materials removed from the carpet Hole Initial weight of sand taken in Cylinder Weight of sand filling in cone of cylinder Weight of sand remaining in cylinder Predetrmined bulk density of sand Density = W-(W1+W2) Remarks / AcceptabilitySign.

5 Of site EngineerContractor / contractor's representative Signature with Name & dateAction TakenIndividual (mm)Average (mm)A gmW gmWI gmW2 gmd gm/CCgm/CC123 4 5 678910111213141516 Thickness of Layer11. Test for Thickness and Density of the Compacted Layer (By Sand Replacement Method)for Asphalt Concrete / Bitumen Macadam / CC PavementUnit Wt. of Standard Sand in grams/CC (W6)= ..Lab Test MDD in gms/CC (W10) = ..Sl. No Date of TestQty. represented by the testLocation of holesWt. of Material from the holeMoisture Content %age Initial weight of sand taken in the Cylinder before filling in hole in gmsWt. of sand after filling in hole in gmsWt. of sand in hole & cone in gmsWt. of sand in cone in gmsWt. of sand in hole in gmsVolume of hole in CCBulk Density in gms/CCDry Density in gms/CCDegree of compactionRemarks / AcceptabilitySign. Of site Engineer with dateContractor / contractor's representative Signature with Name & dateAction TakenIndividual Average (W) gms (Y)(W1)(W2)(W3)= W1-W2(W4)W5 = (W3-W4)(W7)= W5/W6(W8)=W/W7(W9)= W8/YW9/W10 x100W9/W10 x100123 4 5 678 9 101112131415161718192021 Thickness of Layer (mm)12.

6 Density Test Register for Soil ---- By Sand Replacement Method Sl. NoDate of collection of sampleDate of testingWt. (in Kg)No. of Specimen Size in Cms/Area in Cm2 Compressive Strength obtained fro individual bricks in Kg. per Cm2 Average Strength in Kg/Cm2 Specified Compressive Strength in Kg/Cm2 Acceptability Sign. Of site Engineer with dateContractor / contractor's representative Signature with Name & dateAction Taken / Remark12 34 5 6 7 8 9 10 11 12 1313. Test of the Brick / Brick Tiles for Compressive Strength