BILL OF QUANTITIES Routine Maintenance Work - Contract No. RM-WM-18-012 N-10 (KM 220+000 TO KM 245+000) BILL NO. 1: EARTH WORK Code Description Unit Rate (Rs.) Quantity Amount (Rs.) 106a EXCAVATE UNSUITABLE COMMON MATERIAL CM 364.48 - - 106c EXCAVATE SURPLUS COMMON MATERIAL CM 326.52 - - 107a STRUCTURAL EXCAVATION IN COMMON MATERIAL CM 365.15 - - 107d GRANULAR BACKFILL CM 1,590.05 - - 107e COMMON BACKFILL CM 263.91 - - 108a FORMATION OF EMBANKMENT FROM ROADWAY EXCAVATION IN COMMON MATERIAL CM 402.16 - - 108c FORMATION OF EMBANKMENT FROM BORROW EXCAVATION IN COMMON MATERIAL CM 436.42 - - TOTAL -
BILL OF QUANTITIES Routine Maintenance Work - Contract No. RM-WM-18-012 N-10 (KM 220+000 TO KM 245+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 PLANT 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
BILL NO. 4: STRUCTURES Code Description Unit Rate (Rs.) Quantity Amount (Rs.) 401a1i CONCRETE CLASS A1 (UNDERGROUND) CM 10,746.57 - - 401a1ii CONCRETE A1 (ON GROUND) CM 11,666.98 - - 401a1iii CONCRETE CLASS A1 (ELEVATED) CM 12,142.54 - - 401a2i CONCRETAE CLASS A2 (UNDERGROUND) CM 11,068.28 - - 401a2ii CONCRETAE CLASS A2 (ON GROUND) CM 11,988.53 - - 401a2iii CONCRETAE A2 (ELEVATED) CM 12,463.93 - - 401a3i CONCRETAE CLASS A3 (UNDERGROUND) CM 11,498.34 - - 401a3ii CONCRETE CLASS A3 (ON GROUND) CM 12,418.59 - - 401a3iii CONCRETAE A3 (ELEVATED) CM 12,859.87 - - 401b CONCRETE CLASS B CM 8,396.39 - - 401ci CONCRETE CLASS C (UNDERGROUND) CM 10,344.94 - - 401cii CONCRETE CLASS C (ON GROUND) CM 11,265.19 - - 401ciii CONCRETE CLASS C (ELEVATED) CM 11,740.75 - - 401d CONCRETE D1 CM 15,930.11 - - 401e CONCRETE Y CM 11,779.76 - - 401f LEAN CONCRETE CM 6,436.11 - - 401h PLUM (CYCLOPEAN / RUBBLE) CONCRETE (2:1 CONC. RATIO) CM 7,681.12 - - 404a REINFORCEMENT AS PER AASHTO M. 31 GRADE 40 TON 116,299.08 - -
510 DISMANTLING OF STRUCTURES AND OBSTRUCTIONS CM 1,649.57 - - 511a1 DRY PITCHING cm THICK) SM 835.65 - - 511a2 DRY PITCHING cm THICK) SM 1,069.63 - - - BILL OF QUANTITIES Routine Maintenance Work - Contract No. RM-WM-18-012 N-10 (KM 220+000 TO KM 245+000) BILL NO. 6: ANCILLARY Code Description Unit Rate (Rs.) Quantity Amount (Rs.) 601ai RCC NEW JERSY BARRIER (IN-SITU) FOR MEDIAN DOUBLE FACE (INCL. REINFORCEMENT) M 11,266.81 - - 601di RCC NEW JERSY BARRIER (PRECAST) FOR MEDIAN DOUBLE FACE (INCL. REINFORCEMENT) M 12,184.50 - - 601dii PRECAST CURB IN CONCRETE CLASS A-1 OF SIZE 450X150 mm INCL. BEDDING & HAUNCHING M 1,169.99 - - 604a METAL GUARD RAIL M 4,320.84 - - 604b GUARD RAIL END PIECES EACH 5,663.15 - - 604d POST FOR METAL GUARD RAIL EACH 5,162.57 - - 605a CONCRETE BEAM GUARDRAIL (INCL. REINFORCEMENT) CM 25,520.77 - - 605c CONCRETE POST FOR GUARDRAIL CM 23,676.24 - -
COMPLETE IN ALL RESPECTS AS PER M-2 STANDARD BILL OF QUANTITIES Routine Maintenance Work - Contract No. RM-WM-18-012 N-10 (KM 220+000 TO KM 245+000) BILL NO. 6: ANCILLARY WORKS Code Description Unit Rate (Rs.) Quantity Amount (Rs.) 1051 LABOUR (Mandays) No. 600.00 - - 3005 FRONT END LOADER. 2.50 CUM. Hour 4,416.20 - - 3008 GRADER. 140 H.P. Hour 4,083.38 - - 3022 TRACTOR 80 H.P. Hour 1,456.95 - - 3032 DUMPER 18 T. Hour 2,824.06 - - 3047 EXCAVATOR. (TRACK TYPE) 100 H.P. Hour 2,689.06 - - 3121 ASPHALT CUTTER Hour 400.26 - - 3196 TRACTER TROLLEY Hour 1,053.60 - - TOTAL - SCHEDULE B TO TENDER *SPECIFIC DATA (To be prepared and incorporated by the Employer)