6 TL Pipe Culvert at Km. PCC has to be as per BAEL/PRJ/ CLOSED 460+120 (LHS) thickness provided in 624 dated Vide letter reviewed typical drawing 06.02.2015 no. and then NH-4 pipes has to be layed. dated 14.01.2015 7 TL Km. 500+750 to Km. The laid WMM Top layer BAEL/PRJ/ CLOSED 500+800 (LHS) has to be removed. The dated Vide letter exposed WMM 1st layer 04.03.2015 no. below has to be scarified and brought to required level followed by proper grading, compaction and density check. After confirmation the Top layer can be laid conforming to dated specified thickness. 17.01.2015 8 TL Km. 501+900 to Km. The laid cement treated BAEL/PRJ/ CLOSED 501+970 (LSR) base has not satisfy the dated Vide letter specification required 10.09.2015 no. 9 TL MAT/NCR Ch. 406+300 to ch. The laid cement treated BAEL/PRJ/ CLOSED /09/2015 406+430 (LSR) base has not satisfy the dated Vide letter specification required 01.03.2016 no. 10 TL Ch.406+190 to The laid aggregate is BAEL/PRJ/ CLOSED 406+430 (LSR) not satisfying the dated Vide letter specification 01.03.2016 no. 11 TL HYW/NCR/ Ch. 473+100 to CT Sub base laid without BAEL/PRJ/ CLOSED 473+300 (RHS) approval of Pavement dated Vide letter Design 14.10.2015 no.
6 TL Vide letter no. dated 14.01.2015 Pipe Culvert at Km. 460+120 (LHS) PCC has to be as per thickness provided in reviewed typical drawing and then NH-4 pipes has to be layed. BAEL/PRJ/ 624 dated 06.02.2015 CLOSED 7 TL Vide letter no. dated 17.01.2015 Km. 500+750 to Km. 500+800 (LHS) The laid WMM Top layer has to be removed. The exposed WMM 1st layer below has to be scarified and brought to required level followed by proper grading, compaction and density check. After confirmation the Top layer can be laid conforming to specified thickness. BAEL/PRJ/ dated 04.03.2015 CLOSED 8 TL Vide letter no. Km. 501+900 to Km. 501+970 (LSR) The laid cement treated base has not satisfy the specification required BAEL/PRJ/ dated 10.09.2015 CLOSED 9 TL MAT/NCR /09/2015 Vide letter no. Ch. 406+300 to ch. 406+430 (LSR) The laid cement treated base has not satisfy the specification required BAEL/PRJ/ dated 01.03.2016 CLOSED 10 TL Vide letter no. Ch.406+190 to 406+430 (LSR) The laid aggregate is not satisfying the specification BAEL/PRJ/ dated 01.03.2016 CLOSED 11 TL Vide letter no. Ch. 473+100 to 473+300 (RHS) CT Sub base laid without approval of Pavement Design BAEL/PRJ/ dated 14.10.2015 CLOSED HYW/NCR/