BILL OF QUANTITIES Routine Maintenance Work - Contract No. RM-WM-18-025 N-10 (KM 490+000 TO KM 515+000) BILL NO. 2: BASE, SUB-BASE Rate Code Description Unit Amount (Rs.) Quantity (Rs.) GRANULAR 201 CM - SUB-BASE 2,004.80 - AGGREGATE 202 CM - BASE 2,429.00 - ASPHALTIC BASE COURSE 203a CM - MIX 18,773.21 - (CLASS A) ASPHALTIC BASE COURSE 203b CM - PLANT MIX 19,164.09 - (CLASS B) WATER BOUND MACADAM 206b BASE WITH CM - 2,644.61 - COARSE AGG: CLASS B DEEP 207a PATCHING SM - 128.47 - cm) DEEP 207b PATCHING SM - 128.47 - 30 cm) BREAKING OF EXISTING 209a ROAD CM - 611.25 - PAVEMENT STRUCTURE SCARIFICATION OF EXISTING 209b SM - ROAD 68.38 - PAVEMENT TOTAL -
BILL OF QUANTITIES Routine Maintenance Work - Contract No. RM-WM-18-025 N-10 (KM 490+000 TO KM 515+000) BILL NO. 2: BASE, SUB-BASE Code Description Unit Rate (Rs.) Quantity Amount (Rs.) 201 GRANULAR SUB-BASE CM 2,004.80 - - 202 AGGREGATE BASE CM 2,429.00 - - 203a ASPHALTIC BASE COURSE MIX (CLASS A) CM 18,773.21 - - 203b ASPHALTIC BASE COURSE PLANT MIX (CLASS B) CM 19,164.09 - - 206b WATER BOUND MACADAM BASE WITH COARSE AGG: CLASS B CM 2,644.61 - - 207a DEEP PATCHING cm) SM 128.47 - - 207b DEEP PATCHING cm) SM 128.47 - - 209a BREAKING OF EXISTING ROAD PAVEMENT STRUCTURE CM 611.25 - - 209b SCARIFICATION OF EXISTING ROAD PAVEMENT SM 68.38 - - TOTAL - 30
Bid-Documents-RM-WM-18-025.docx