BILL OF QUANTITIES Routine Maintenance Work - Contract No. RM-WM-18-001 N-10 (Km 00+000 - Km 20+000) BILL NO. 2: BASE, SUB-BASE Rate Code Description Unit Amount (Rs.) Quantity (Rs.) GRANULAR 201 CM - SUB-BASE 1,541.34 - AGGREGATE 202 CM - BASE 1,874.59 - ASPHALTIC BASE COURSE 203a CM - MIX 18,268.61 - (CLASS A) ASPHALTIC BASE COURSE 203b CM - PLANT MIX 18,650.02 - (CLASS B) BOUND MACADAM 206b BASE WITH CM - 2,190.03 - COARSE AGG: CLASS B DEEP 207a PATCHING SM - 150.77 - cm) DEEP 207b PATCHING SM - 150.77 - 30 cm) BREAKING OF EXISTING 209a ROAD CM - 610.92 - PAVEMENT STRUCTURE SCARIFICATION OF EXISTING 209b SM - ROAD 68.32 - PAVEMENT TOTAL -
BILL OF QUANTITIES Routine Maintenance Work - Contract No. RM-WM-18-001 N-10 (Km 00+000 - Km 20+000) BILL NO. 2: BASE, SUB-BASE Code Description Unit Rate (Rs.) Quantity Amount (Rs.) 201 GRANULAR SUB-BASE CM 1,541.34 - - 202 AGGREGATE BASE CM 1,874.59 - - 203a ASPHALTIC BASE COURSE MIX (CLASS A) CM 18,268.61 - - 203b ASPHALTIC BASE COURSE PLANT MIX (CLASS B) CM 18,650.02 - - 206b BOUND MACADAM BASE WITH COARSE AGG: CLASS B CM 2,190.03 - - 207a DEEP PATCHING cm) SM 150.77 - - 207b DEEP PATCHING cm) SM 150.77 - - 209a BREAKING OF EXISTING ROAD PAVEMENT STRUCTURE CM 610.92 - - 209b SCARIFICATION OF EXISTING ROAD PAVEMENT SM 68.32 - - TOTAL - 30
Bid-Documents-RM-WM-18-001.docx