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Qap ,checklist and responsibility
The document outlines a quality assurance plan checklist and responsibilities for road construction and repair works. It details 13 activities including labour licensing, safety training, pre-construction surveys, material testing, construction processes, quality checks, and payment procedures. Responsibilities are assigned to either the vendor, client, or both for ensuring materials and works meet required specifications and timelines at each stage of the project.
Qap ,checklist and responsibility
- 1. Sr. no. Activity UnitQuantity Testing Required Frequency/Plan Required Limit Action Client vendor 1 Labour licence submission 1 time Vendor 2 C1 &C2 format submission 1 time Vendor 3 Safety training at site,Gate Pass/Identity cards 1 time Vendor 4 GIS survey Not required 5 Fixxing the BM and chainage marking TBM should fixxed at any fixxed place. Chaining should be carried either from wall or any fixxed strcture.at 10m interval and 5m in curve portion and at changing width Client Client 6 Pre-level recording of existing surface. At minimum of 10m interval or lesser in longitudinal and at every three point in cross sectional that is centre and both edge. Client Vendor 7 Preparation of L- section and C/S L-section should be prepared for centre point level and c/s is prepared at every 10m interval interval . Vendor 8 Fixxation of FRL Final road level with proper design should be prepared and approved sheet should be given to the Vendors. Client Vendor 9 Checking of HOT MIX PLANT frequently Client Vendor a Calibration of plant Every starting of session Client Vendor 10 Bitumen Mix a Coarse Aggregate m3 Gradtion 2 test per day AIV 1 for per day 30% Client Vendor FIV& EIV 1 for per day 30% Client Vendor Specific gravity 1 for source Client Vendor Anti striping Value test 1 for source 95% Client Vendor b Bitumen T Penetration for grade 1 for per lot VG-30 Client Vendor T Extraction test 2 test per day Client Vendor Core cutting & Marshal stability 2 test per work 9 KN Client Vendor c Designing of BM Job Mix At every start of season 1 check required. Client Vendor QUALITY ASSURANCE PLAN CHECKLIST AND RESPONSIBILITY Name of Work - Bituminous Macadam laying Name of Road- Responsibility
- 2. 11 Construction atsite a Safety Barrigading,Flag man with whistle,Indicator Board for Work in progress,Lighting ararangement for night work,PPE,seat belt,vehicle back horn and licence for operator once At every start of work Vendor b Cleaniness of site Every site should be cleaned from all debris and other foreign material. Regular Vendor c Joint within existing and new surface At both ends of the joint 1 to 1.5m of existing bituminous surface should be removed to meet the regularity of the surface. Regular vendor d Trip Challan Trip challan with temperature detail and time of loading /unloading should be checked at site and recorded. Regular Client Vendor/ Client e Temperature Laying temperature 110-120 degree centigrade 110-120 degree centigrade Vendor f Compaction Rolling Rolling should be carried till all marks should be cleaned. Vendor g Final level Finished Level Finished level to be recorded at same interval as pre level. Client Vendor 12 Surface Regularity Difference between design level and Finish level +/-6mm +/-6mm Client Vendor 13 Payment a Joint measurement preparation Quantity should be caculated on the basis of pre level and post level to prepare L-section and C/S Or as per contract within 3 days of completion of job. Client Vendor b Submission of Bill Vendor will submit the bill with L- section and C/S with all test report and other contractual requirement within 30 days of completion of Job Vendor
- 3. Sr. no. Activity UnitQuantity Testing Required Frequency/Plan Required Limit Responsibility Action 1 Labour licence submission 1 time Vendor 2 C1 &C2 format submission 1 time Vendor 3 Safety training at site,Gate Pass/Identity cards 1 time Vendor 4 GIS survey Not required 5 Fixxing the BM and chainage marking TBM should fixxed at any fixxed place. Chaining should be carried either at wall or any fixxed strcture.at 10m interval and 5m in cuve portion and at changing width Vendor/Client 6 Pre-level recording of existing surface. At minimum of 10m interval or lesser in longitudinal and at every three point in cross sectional that is centre and both edge. Vendor/Client 7 Preparation of L- section and C/S L-section should be prepared for centre point level and c/s is prepared at every 10m interval interval . Vendor 8 Fixxation of FRL Final road level with proper design should be prepared and approved sheet should be given to the Vendors. Vendor/Client 9 Checking of HOT MIX PLANT frequently Vendor/Client a Calibration Every starting of session Vendor/Client QUALITY ASSURANCE PLAN CHECKLIST AND RESPONSIBILITY Name of Work - Dense bituminous Macadam laying Name of Road-
- 4. 10 Bitumen Mix aCoarse Aggregate m3 Gradtion 2 test per day AIV 1 per day 30% Vendor/Client FI & EI 1 for per day 30% Vendor/Client Specific gravity 1 for source Vendor/Client Anti striping Value test 1 for source 95% Vendor/Client b Bitumen T Penetration for grade 1 for per day VG-30 Vendor/Client T Extraction test 2 test per day Vendor/Client Core cutting & Marshal stability 2 test per work 9KN Vendor/Client d Designing of DBM Job Mix At every start of season 1 check required. Vendor/Client 11 Construction at site a Safety Barrigading,Flag man with whistle,Indicator Board for Work in progress,Lighting ararangement for night work,PPE,seat belt,vehicle back horn and licence for operator once At every start of work Vendor a Cleaniness of site Every site should be cleaned from all debris and other foreign material. Regularly Vendor b Joint within existing and new surface At both ends of the joint 1 to 1.5m of existing bituminous surface should be removed to meet the regularity of the surface. Regularly vendor b Trip Challan Trip challan with temperature detail and time of loading /unloading should be checked at site and recorded. Regularly Vendor/Client b Temperature Laying temperature 110-120 degree centigrade 110-120 degree centigrade Vendor c Compaction Rolling Rolling should be carried till all marks should be cleaned. Vendor d Final level Finished Level Finished level to be recorded at same interval as pre level. Vendor/Client Vendor/Client 12 Surface Regularity Difference between design level and Finish level +/-6mm +/-6mm Vendor/Client 13 Payment Vendor/Client a Joint measurement preparation Quantity should be caculated on the basis of pre level and post level to prepare L-section and C/S or as per contract within 3 days of completion of JOB. Vendor/Client b Submission of Bill Vendor will submit the bill with L- section and C/S with all test report and other requirement as per contract within 30 days completion of Job. Vendor
- 5. Sr. no Activity UnitQuantity Testing Required Frequency/plan Required Limit Responsibility Action 1 Labour licence submission 1 time Vendor 2 C1 &C2 format submission 1 time Vendor 3 Safety training at site,Gate Pass/Identity cards 1 time Vendor 4 GIS survey Not required 5 Fixxing the BM and chainage marking TBM should fixxed at any fixxed place. Chaining should be carried either at wall or any fixxed strcture.at 10m interval and 5m in cuve portion and at changing width Vendor 6 Pre-level recording of existing surface. At minimum of 10m interval or lesser in longitudinal and at every three point in cross sectional that is centre and both edge. Vendor/Client 7 Preparation of L- section and C/S L-section should be prepared for centre point level and c/s is prepared at every 10m interval interval . Vendor 8 Fixxation of FRL Final road level with proper design should be prepared and approved sheet should be given to the Vendors. Vendor/Client 9 Checking of HOT MIX PLANT frequently Vendor/Client a Calibration Every starting of session Vendor/Client 10 Bitumen Mix a Coarse Aggregate m3 Gradtion 2 test per day AIV 1 per day 30% Vendor/Client FI & EI 1 for per day 30% Vendor/Client Specific gravity 1 for source Vendor/Client Anti striping Value test 1 for source 95% Vendor/Client b Bitumen T Penetration for grade 1 for per day VG-30 Vendor/Client T Extraction test 2 test per day Vendor/Client Core cutting & Marshal stability 2 test per work 9.0 KN Vendor/Client e Designing of BC Job Mix At every start of season 1 check required. Vendor/Client 11 Construction at site a Safety Barrigading,Flag man with whistle,Indicator Board for Work in progress,Lighting ararangement for night work,PPE,seat belt,vehicle back horn and licence for operator once At every start of work Vendor QUALITY ASSURANCE PLAN CHECKLIST AND RESPONSIBILITY Name of Work - Bituminous concrete laying Name of Road-
- 6. b Cleaniness ofsite Every site should be cleaned from all debris and other foreign material. Vendor c Joint within existing and new surface At both ends of the joint 1 to 1.5m of existing bituminous surface should be removed to meet the regularity of the surface. vendor d Trip Challan Trip challan with temperature detail and time of loading /unloading should be checked at site and recorded. Vendor/Client e Temperature Laying temperature 110-120 degree centigrade Vendor f Compaction Rolling Rolling should be carried till all marks should be cleaned. Vendor g Final level Finished Level Finished level to be recorded at same interval as pre level. Vendor/Client Vendor/Client 12 Surface Regularity Difference between design level and Finish level +/-6mm +/-6mm Vendor/Client 13 Payment Vendor/Client a Joint measurement preparation Quantity should be caculated on the basis of pre level and post level to prepare L-section and C/S or as per contract within 3 days of completion of JOB. Vendor/Client b Submission of Bill Vendor will submit the bill with L- section and C/S with all test report and other contractual requirement within 30 days of completion of JOB. Vendor
- 7. Sr. no. Activity UnitQuantity Testing Required Frequency/plan Required Limit Responsibility Action 1 Labour licence submission 1 time Vendor 2 C1 &C2 format submission 1 time Vendor 3 Safety training at site,Gate Pass/Identity cards 1 time Vendor 4 GIS survey Not required 5 Fixxing the BM and chainage marking TBM should fixxed at any fixxed place. Chaining should be carried either at wall or any fixxed strcture.at 10m interval and 5m in cuve portion and at changing width Vendor 6 Pre-level recording of existing surface. At minimum of 10m interval or lesser in longitudinal and at every three point in cross sectional that is centre and both edge. Vendor/Client 7 Preparation of L- section and C/S L-section should be prepared for centre point level and c/s is prepared at every 10m interval interval . Vendor 8 Fixxation of FRL Final road level with proper design should be prepared and approved sheet should be given to the Vendors. Vendor/Client 9 Checking of HOT MIX PLANT frequently Vendor/Client a Calibration Every starting of session Vendor/Client QUALITY ASSURANCE PLAN CHECKLIST AND RESPONSIBILITY Name of Work - Pre-mix carpet with seal coat laying Name of Road-
- 8. 10 Bitumen Mix aCoarse Aggregate m3 Gradtion 2 test per day AIV 1 per day 30% Vendor/Client FI & EI 1 for per day 30% Vendor/Client Specific gravity 1 for source Vendor/Client Anti striping Value test 1 for source 95% Vendor/Client b Bitumen T Penetration for grade 1 for per day VG-30 Vendor/Client T Extraction test 2 test per day Vendor/Client Core cutting & Marshal stability 2 test per work 9.0 KN Vendor/Client e Designing of PC-SC Job Mix At every start of season 1 check required. Vendor/Client 11 Construction at site a Safety Barrigading,Flag man with whistle,Indicator Board for Work in progress,Lighting ararangement for night work,PPE,seat belt,vehicle back horn and licence for operator once At every start of work Vendor b Cleaniness of site Every site should be cleaned from all debris and other foreign material. Vendor c Joint within existing and new surface At both ends of the joint 1 to 1.5m of existing bituminous surface should be removed to meet the regularity of the surface. vendor d Trip Challan Trip challan with temperature detail and time of loading /unloading should be checked at site and recorded. Vendor/Client e Temperature Laying temperature 110-120 degree centigrade Vendor f Compaction Rolling Rolling should be carried till all marks should be cleaned. Vendor g Final level Finished Level Finished level to be recorded at same interval as pre level. Vendor/Client 12 Surface Regularity Difference between design level and Finish level +/-6mm +/-6mm 13 Payment Vendor/Client a Joint measurement preparation Quantity should be caculated on the basis of joint measurement in (Length)X(Width) and insure the depth at few interval within 3 days of completion of JOB. Vendor/Client b Submission of Bill Vendor will submit the bill with Joint measurement Record with required test result within 30 days of completion of Job. Vendor
- 9. Sr. no. Activity UnitQuantity Testing Required Frequency/plan Required Limit Responsibility Action 1 Labour licence submission 1 time Vendor 2 C1 &C2 format submission 1 time Vendor 3 Safety training at site,Gate Pass/Identity cards 1 time Vendor 4 GIS survey Not required 9 Checking of HOT MIX PLANT frequently Vendor/Client a Calibration Every starting of session Vendor/Client 10 Bitumen Mix a Coarse Aggregate m3 Gradtion 2 test per day AIV 1 per day 30% Vendor/Client FI & EI 1 for per day 30% Vendor/Client Specific gravity 1 for source Vendor/Client Anti striping Value test 1 for source 95% Vendor/Client b Bitumen T Penetration for grade 1 for per day VG-30 Vendor/Client T Extraction test 2 test per day Vendor/Client QUALITY ASSURANCE PLAN CHECKLIST AND RESPONSIBILITY Name of Work - Patch Repairing (small length) Pot holes repairing Name of Road-
- 10. 11 Construction atsite a Safety Barrigading,Flag man with whistle,Indicator Board for Work in progress,Lighting ararangement for night work,PPE,seat belt,vehicle back horn and licence for operator once At every start of work Vendor b Cleaniness of site Every site should be cleaned from all debris and other foreign material. Vendor c Joint within existing and new surface Pot holes /Patches should be prepared in square/rectangle size and Level should be maintained as existing level of adjoining area. vendor d Trip Challan Trip challan with temperature detail and time of loading /unloading should be checked at site and recorded. Vendor/Client e Temperature Laying temperature 110-120 degree centigrade Vendor f Compaction Rolling Hand roller/mini roller/plate compactor is used for rolling.Rolling should be carried till all marks should be cleaned. Vendor 12 Surface Regularity 3m stright edge 3m straight edge is utilised to check regularity of the road. +/-6mm Vendor/Client 13 Payment Vendor/Client a Joint measurement preparation Quantity should be caculated to take the joint measurement in (Length) X (width) or as contract within 3 days of completion of Job. Vendor/Client b Submission of Bill Vendor will submit the bill with Joint measurement Records with required test result within 30 days of job completion. Vendor
- 11. Sr. no. Activity UnitQuantity Testing Required Frequency/Plan Required Limit Responsibility Action 1 Labour licence submission 1 time Vendor 2 C1 &C2 format submission 1 time Vendor 3 Safety training at site,Gate Pass/Identity cards 1 time Vendor 4 GIS survey Not required 5 Fixxing the BM and chainage marking TBM should fixxed at any fixxed place. Chaining should be carried either at wall or any fixxed strcture.at 10m interval and 5m in cuve portion and at changing width Vendor 6 Pre-level recording of existing surface. At minimum of 10m interval or lesser in longitudinal and at every three point in cross sectional that is centre and both edge. Vendor/Client 7 Preparation of L- section and C/S L-section should be prepared for centre point level and c/s is prepared at every 10m interval interval . Vendor 8 Fixxation of FRL Final road level with proper design should be prepared and approved sheet should be given to the Vendors. Vendor/Client 9 Checking of HOT MIX PLANT Frequently Vendor/Client a Calibration Every starting of session Vendor/Client QUALITY ASSURANCE PLAN CHECKLIST AND RESPONSIBILITY Name of Work - Mix seal Surfacing Name of Road-
- 12. 10 Bitumen Mix aCoarse Aggregate m3 Gradtion 2 test per day AIV 1 per day 30% Vendor/Client FI & EI 1 for per day 30% Vendor/Client Specific gravity 1 for source Vendor/Client Anti striping Value test 1 for source 95% Vendor/Client b Bitumen T Penetration for grade 1 for per day VG-30 Vendor/Client T Extraction test 2 test per day Vendor/Client c Designing of MSS Job Mix At every start of season 1 check required. Vendor/Client 11 Construction at site a Safety Barrigading,Flag man with whistle,Indicator Board for Work in progress,Lighting ararangement for night work,PPE,seat belt,vehicle back horn and licence for operator Once At every start of work Vendor b Cleaniness of site Every site should be cleaned from all debris and other foreign material. Vendor c Joint within existing and new surface At both ends of the joint 1 to 1.5m of existing bituminous surface should be removed to meet the regularity of the surface. vendor d Trip Challan Trip challan with temperature detail and time of loading /unloading should be checked at site and recorded. Vendor/Client e Temperature Laying temperature 110-120 degree centigrade Vendor f Compaction Rolling Rolling should be carried till all marks should be cleaned. Vendor g Final level Finished Level Finished level to be recorded at same interval as pre level. Vendor/Client Vendor/Client 12 Surface Regularity Difference between design level and Finish level +/-6mm +/-6mm Vendor/Client 13 Payment a Joint measurement preparation Quantity should be caculated on the basis of joint measurement in (Length)X(Width) and insure the depth at few interval within 3 days of Job completion. Vendor/Client b Submission of Bill Vendor will submit the bill with Joint measurement Record,test results and other contractula requirement within 30 days of completion of Job. Vendor
- 13. Sr. no. Activity UnitQuantity Testing Required Frequency/plan Required Limit Responsibility Action 1 Labour licence submission 1 time Vendor 2 C1 &C2 format submission 1 time Vendor 3 Safety training at site,Gate Pass/Identity cards 1 time Vendor 4 GIS survey Not required 5 Bitumen Emulsion T Specific gravity 1 for source Vendor/Client 6 Construction at site a Safety Barrigading,Flag man with whistle,Indicator Board for Work in progress,Lighting ararangement for night work,PPE,seat belt,vehicle back horn and licence for operator Once At every start of work Vendor b Cleaniness of site Every site should be cleaned from all debris and other foreign material. Vendor c Fog sealing Bitumen Emulsion Cracks should be filled with Bitumen emulsion by sprayer. vendor 7 Payment a Joint measurement preparation Quantity should be caculated on the basis of joint measurement in (Length)X(Width) within 3 days of completion of JOB. Vendor/Client b Submission of Bill Vendor will submit the bill with Joint measurement Record ,required test result and other contractual requrement within 30 days of completion of Job. Vendor QUALITY ASSURANCE PLAN CHECKLIST AND RESPONSIBILITY Name of Work - Fog Sealing where cracks occurred. Name of Road-
- 14. Sr. no. Activity UnitQuantity Testing Required Frequency/Plan Required Limit Responsibility Action( Y/N) 1 Labour licence submission 1 time Vendor 2 C1 &C2 format submission 1 time Vendor 3 Safety training at site,Gate Pass/Identity cards 1 time Vendor 4 GIS survey Not required 5 Fixxing the BM and chainage marking TBM should fixxed at any fixxed place. Chaining should be carried either at wall or any fixxed strcture.at 10m interval and 5m in cuve portion and at changing width Vendor 6 Pre-level recording of existing surface. At minimum of 10m interval or lesser in longitudinal and at every three point in cross sectional that is centre and both edge. Vendor/Client 7 Preparation of L- section and C/S L-section should be prepared for centre point level and c/s is prepared at every 10m interval interval . Vendor 8 Fixxation of FRL Final road level with proper design should be prepared and approved sheet should be given to the Vendors. Vendor/Client 9 Bitumen Mix a Coarse Aggregate m3 Gradtion 2 test per day AIV 1 per day 30% Vendor/Client FI & EI 1 for per day 30% Vendor/Client Specific gravity 1 for source Vendor/Client Anti striping Value test 1 for source 95% Vendor/Client b Bitumen T Penetration for grade 1 for per day VG-30 Vendor/Client QUALITY ASSURANCE PLAN CHECKLIST AND RESPONSIBILITY Name of Work - Bituminous Penetration Macadam laying Name of Road-
- 15. 10 Construction atsite a Safety Barrigading,Flag man with whistle,Indicator Board for Work in progress,Lighting ararangement for night work,PPE,seat belt,vehicle back horn and licence for operator once At every start of work Vendor b Cleaniness of site Every site should be cleaned from all debris and other foreign material. Vendor c Joint within existing and new surface At both ends of the joint 1 to 1.5m of existing bituminous surface should be removed to meet the regularity of the surface. vendor d Compaction Rolling Rolling should be carried till all marks should be cleaned. Vendor e Final level Finished Level Finished level to be recorded at same interval as pre level. Vendor/Client Vendor/Client 11 Surface Regularity Difference between design level and Finish level +/-6mm +/-6mm Vendor/Client 12 Payment a Joint measurement preparation Quantity should be caculated on the basis of pre level and post level to prepare L-section and C/S or as per contract within 3 days of job completion. Vendor/Client b Submission of Bill Vendor will submit the bill with L- section and C/S with all test report and other contractual requirement within 30 days of job completion. Vendor
- 16. Sr. no. Activity UnitQuantity Testing Required Frequency/Plan Required Limit Responsibility Action 1 Labour licence submission 1 time Vendor 2 C1 &C2 format submission 1 time Vendor 3 Safety training at site,Gate Pass/Identity cards 1 time Vendor 4 GIS survey Not required 5 Checking of HOT MIX PLANT frequently Vendor/Client a Calibration Every starting of session Vendor/Client 6 Bitumen Mix a Coarse Aggregate m3 Gradtion 2 test per day AIV 1 per day 30% Vendor/Client FI & EI 1 for per day 30% Vendor/Client Specific gravity 1 for source Vendor/Client Anti striping Value test 1 for source 95% Vendor/Client b Bitumen T Penetration for grade 1 for per day VG-30 Vendor/Client T Extraction test 2 test per day Vendor/Client Core cutting & Marshal stability NR NR e Designing of SC Job Mix At every start of season 1 check required. Vendor/Client QUALITY ASSURANCE PLAN CHECKLIST AND RESPONSIBILITY Name of Work - Seal coat laying Name of Road-
- 17. 7 Construction atsite a Safety Barrigading,Flag man with whistle,Indicator Board for Work in progress,Lighting ararangement for night work,PPE,seat belt,vehicle back horn and licence for operator once At every start of work Vendor b Cleaniness of site Every site should be cleaned from all debris and other foreign material. Vendor d Trip Challan Trip challan with temperature detail and time of loading /unloading should be checked at site and recorded. Vendor/Client e Temperature Laying temperature 110-120 degree centigrade Vendor f Compaction Rolling Rolling should be carried till all marks should be cleaned. Vendor 8 Payment a Joint measurement preparation Quantity should be caculated on the basis of joint measurement in (Length)X(Width) within 3 days of Job completion. Vendor/Client b Submission of Bill Vendor will submit the bill with Joint measurement Record, test result and other contractual requirement within 30 days of work. Vendor
- 18. Sr. no. Activity UnitQuantity Testing Required Frequency/Plan Required Limit Responsibility Action 1 Labour licence submission 1 time Vendor 2 C1 &C2 format submission 1 time Vendor 3 Safety training at site,Gate Pass/Identity cards 1 time Vendor Quality of material Liquid Limit and Plasticity limit 1 per source LL not more than 70 and PI not more than 45 or as discreation of Client engineer Vendor/Client 4 Adding or Excavation of extra earth. 1.If extra earth is required to be added. 2.If extra earth is need to excavate,to be excavated. Regular Vendor 6 loosening and Recomapacting If extra earth is need to add then existing surface to be loosened for depth of 150mm Regular Vendor 7 Cross fall or camber % Shoulder should be maintained such that camber should be 3.5% to 4.5% Regular Vendor 8 compaction Roller of 8-10 tonne should be used for rolling Till compaction achieved 90% Vendor/Client QUALITY ASSURANCE PLAN CHECKLIST AND RESPONSIBILITY Name of Work - Shoulder laying and maintenance Name of Road-
- 19. 11 Construction atsite a Safety Barrigading,Flag man with whistle,Indicator Board for Work in progress,Lighting ararangement for night work,PPE,seat belt,vehicle back horn and licence for operator once At every start of work Vendor b Cleaniness of site Every site should be cleaned from all debris and other foreign material. Vendor f Compaction Rolling Rolling should be carried till all marks should be cleaned. Vendor g Final level Finished Level Finished level to be recorded at same interval as pre level. Vendor/Client Vendor/Client 12 Surface Regularity Difference between design level and Finish level or difference in camber plate or straight edge +/-15mm +/-15mm Vendor/Client 13 Payment Vendor/Client a Joint measurement preparation Quantity should be calculated on the basis of sqm for maintenance work and in cum for new work Within 3 days of completion of JOB. Vendor/Client b Submission of Bill Vendor will submit the bill with all test report and other contractual requirement within 30 days of completion of work. Vendor
- 20. Sr. no. Activity UnitQuantity Testing Required Frequency/Plan Required Limit Responsibility Action 1 Labour licence submission 1 time Vendor 2 C1 &C2 format submission 1 time 3 Safety training at site,Gate Pass/Identity cards 1 time Vendor 4 GIS survey Not required 5 Checking of Truck Mounted MIX PLANT frequently Vendor/Client a Calibration Every starting of session Vendor/Client 6 Emulsion Mix a Coarse Aggregate m3 Gradtion 1test per source Sand equivalent value 1 test per source more than50% Vendor/Client AIV 1 for source 30% Vendor/Client Specific gravity 1 for source Vendor/Client Wet striping Value test 1 for source 90% Vendor/Client Residula on 600 micrometre 1 per source 0.05 Vendor/Client b Emulsion(SS-2) T Residual penetration 1 per lot 40-100 Vendor/Client T Viscosity at 25 dgree centigrdae 1 per lot 20-100 Vendor/Client Residual Binder 1 per lot As design value Vendor/Client c Cement Quality of cement Manufacturing Test result Vendor/Client d Water Quality of water Client water Vendor/Client e Additives Quality of Additives Hincol Retarder Vendor/Client PH Value 1 per lot 1-1.2 Vendor/Client f Designing of MIX Job Mix At every start of season 1 check required. Vendor/Client QUALITY ASSURANCE PLAN CHECKLIST AND RESPONSIBILITY Name of Work - Microsurfacing(Seal coat with Emulsion) Name of Road-
- 21. 7 Construction atsite a Safety Barrigading,Flag man with whistle,Indicator Board for Work in progress,Lighting ararangement for night work,PPE,seat belt,vehicle back horn and licence for operator once At every start of work Vendor b Cleaniness of site Every site should be cleaned from all debris and other foreign material. Vendor c Traffic movement Open the traffic after microsurfacing Traffic should be blocked by barrigading for 2 hour for setting the Mix on site,before leaving the traffic Vendor d Surface Finish Surface regularity Regular surface should be checked by joint inspection with Vendor and Client. Vendor/Client 8 Payment a Joint measurement preparation Quantity should be caculated on the basis of joint measurement in (Length)X(Width) within 3 days of job completion. Vendor/Client b Submission of Bill Vendor will submit the bill with Joint measurement Record ,test result and other contractual requirement before 30 days of completion of job Vendor
- 22. Sr. no. Activity UnitQuantity Testing Required Frequency/Plan Required Limit Responsi bility Action 1 Labour licence submission 1 time Vendor 2 C1 &C2 format submission 1 time Vendor 3 Safety training at site,Gate Pass/Identity cards 1 time Vendor 4 GIS survey Not required 5 Fixxing the BM and chainage marking TBM should fixxed at any fixxed place. Chaining should be carried either from wall or any fixxed strcture.at 10m interval and 5m in curve portion and at changing width Client/ve ndor 6 Pre-level recording of existing surface. At minimum of 10m interval or lesser in longitudinal and at every three point in cross sectional that is centre and both edge. Client/Ve ndor 7 Preparation of L- section and C/S L-section should be prepared for centre point level and c/s is prepared at every 10m interval interval . Client/Ve ndor 8 Fixxation of FRL Final road level with proper design should be prepared and approved sheet should be given to the Vendors. Client/Ve ndor 9 Paver Block Client/Ve ndor a Coarse Aggregate m3 Gradtion 2 test per day Client/Ve ndor AIV 1 for per day 30% Client/Ve ndor FIV& EIV 1 for per day 30% Client/Ve ndor Specific gravity 1 for source Client/Ve ndor b Cement T Fineness 1 for per lot Client/Ve ndor c Strength of Paver Block Compressive strength 1 test per 200 sqm Client/Ve ndor QUALITY ASSURANCE PLAN CHECKLIST AND RESPONSIBILITY Name of Work - Paver Block Laying Name of Road-
- 23. 10 Construction atsite a Safety Barrigading,Flag man with whistle,Indicator Board for Work in progress,Lighting ararangement for night work,PPE,seat belt,vehicle back horn and licence for operator once At every start of work Client/Ve ndor b Cleaniness of site Every site should be cleaned from all debris and other foreign material. Regular Client/Ve ndor f Compaction Rolling Compactor should used for rolling Client/Ve ndor g Final level Finished Level Finished level to be recorded at same interval as pre level. Client/Ve ndor 11 Surface Regularity Difference between design level and Finish level +/-6mm +/-6mm Client/Ve ndor 12 Payment a Joint measurement preparation Quantity should be caculated on the basis of joint measurement in (Length)X(Width) within 3 days of job completion. Client/Ve ndor b Submission of Bill Vendor will submit the bill with L- section and C/S with all test report and other contractual requirement within 30 days of completion of Job Vendor
- 24. Sr. no. Activity UnitQuantity Testing Required Frequency/Plan Required Limit Responsibility Action 1 Labour licence submission 1 time Vendor 2 C1 &C2 format submission 1 time Vendor 3 Safety training at site,Gate Pass/Identity cards 1 time Vendor 4 Quality of material Liquid Limit and Plasticity limit 1 per source LL not more than 70 and PI not more than 45 or as discreation of Client engineer Vendor/Client 5 Cross fall or camber % Shoulder should be maintained such that camber should be 2.5% to 3.5% or as designed Regular Vendor 6 compaction Roller of 8-10 tonne should be used for rolling Till compaction achieved 90% Vendor/Client QUALITY ASSURANCE PLAN CHECKLIST AND RESPONSIBILITY Name of Work - Sub-Grade Preparation Name of Road-
- 25. 7 Construction atsite a Safety Barrigading,Flag man with whistle,Indicator Board for Work in progress,Lighting ararangement for night work,PPE,seat belt,vehicle back horn and licence for operator once At every start of work Vendor b Cleaniness of site Every site should be cleaned from all debris and other foreign material. Vendor f Compaction Rolling Rolling should be carried till all marks should be cleaned. Vendor g Final level Finished Level Finished level to be recorded at same interval as pre level. Vendor/Client Vendor/Client 8 Surface Regularity Difference between design level and Finish level or difference in camber plate or straight edge +/-15mm +/-15mm Vendor/Client 9 Payment Vendor/Client a Joint measurement preparation Quantity should be calculated on the basis of sqm for maintenance work and in cum for new work Within 3 days of completion of JOB. Vendor/Client b Submission of Bill Vendor will submit the bill with all test report and other contractual requirement within 30 days of completion of work. Vendor
- 26. Sr.no Details ofActivity Time Limit 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 TIME LINE FOR BILLING AND PAYMENT