28 01.06.2016 TL Ch. 453+500 to 453+800 Mix Material non-conformed as - - (RHS) per IRC:111, Table- 9 Vide letter no. 29 24.06.2016 TL Ch. 425+840 to Ch. Sub standard DBM Works ::- - - 426+040 (RHS) 1. Longitudinal and transverse Vide letter no. crack observed. 2. Many location geo glass grid exposed 3. Many location DBM thickness vary from 15mm to 25mm approx 30 20.07.2016 TL HYW/NCR/ Ch. 501+582 to Km. Left Service Road Separator - - 30/2016 501+962 (Left Service portion has inappropriate width. Vide letter no. Road Separator) 31 31.08.2016 TL Km. 461+355, Girder no. cube test not as per CLOSED 01 specification Vide Letter no. dt. 16.02.2017 32 16.09.2016 TL 515+190 to Km. longitudinal and settlement CLOSED 515+240(MCW_LHS). has been observed Vide letter no. dt. 21.02.2017 33 19.09.2016 TL ch. 486+350 to ch. Construction of cum CLOSED 486+412 (RHS). footpath (cover slab) which is not Vide letter no. as per drawing and specifications dt. 03.11.2016 34 28.09.2016 TL Km. 450+916 & Km. Required concrete compressive CLOSED 452+100 (RHS). strength not acceptable Vide letter no. dt. 16.02.2017 35 28.09.2016 TL STR/NCR/35/2016 Km. 467+880 to Km. Defect in execution of drain - - Vide letter no. 467+960(RHS). work 36 30.09.2016 TL Box Culvert location at Service Road Settlement and - - Km. 519+100 (RSR). Longitudinal crack Vide letter no. 37 17.10.2016 TL Km. 507+063 Flexural strength test results - - to Km. not accepted due to less than 0.3 Vide letter no. Mpa of Specified Characteristic Strength
28 01.06.2016 TL Vide letter no. Ch. 453+500 to 453+800 (RHS) Mix Material non-conformed as per IRC:111, Table- 9 - - 29 24.06.2016 TL Vide letter no. Ch. 425+840 to Ch. 426+040 (RHS) Sub standard DBM Works ::- 1. Longitudinal and transverse crack observed. 2. Many location geo glass grid exposed 3. Many location DBM thickness vary from 15mm to 25mm approx - - 30 20.07.2016 TL HYW/NCR/ 30/2016 Vide letter no. Ch. 501+582 to Km. 501+962 (Left Service Road Separator) Left Service Road Separator portion has inappropriate width. - - 31 31.08.2016 TL Vide Letter no. Km. 461+355, Girder no. 01 cube test not as per specification dt. 16.02.2017 CLOSED 32 16.09.2016 TL Vide letter no. 515+190 to Km. 515+240(MCW_LHS). longitudinal and settlement has been observed dt. 21.02.2017 CLOSED 33 19.09.2016 TL Vide letter no. ch. 486+350 to ch. 486+412 (RHS). Construction of cum footpath (cover slab) which is not as per drawing and specifications dt. 03.11.2016 CLOSED 34 28.09.2016 TL Vide letter no. Km. 450+916 & Km. 452+100 (RHS). Required concrete compressive strength not acceptable dt. 16.02.2017 CLOSED 35 28.09.2016 TL STR/NCR/35/2016 Vide letter no. Km. 467+880 to Km. 467+960(RHS). Defect in execution of drain work - - 36 30.09.2016 TL Vide letter no. Box Culvert location at Km. 519+100 (RSR). Service Road Settlement and Longitudinal crack - - 37 17.10.2016 TL Vide letter no. Km. 507+063 to Km. Flexural strength test results not accepted due to less than 0.3 Mpa of Specified Characteristic Strength - -
MONTHLY%20PROGRESS%20REPORT%20-%2037%20_FEBRUARY%202017.docx