BILL OF QUANTITIES Routine Maintenance Work - Contract No. RM-WM-18-003 N-10 (KM 40+000 TO KM 60+000) BILL NO. 1: EARTH WORK Code Description Unit Rate (Rs.) Quantity Amount (Rs.) 106a EXCAVATE UNSUITABLE COMMON MATERIAL CM 364.34 - - 106c EXCAVATE SURPLUS COMMON MATERIAL CM 326.41 - - 107a STRUCTURAL EXCAVATION IN COMMON MATERIAL CM 364.53 - - 107d GRANULAR BACKFILL CM 1,900.94 - - 107e COMMON BACKFILL CM 252.80 - - 108a FORMATION OF EMBANKMENT FROM ROADWAY EXCAVATION IN COMMON MATERIAL CM 401.05 - - 108c FORMATION OF EMBANKMENT FROM BORROW EXCAVATION IN COMMON MATERIAL CM 434.75 - - TOTAL -
BILL OF QUANTITIES Routine Maintenance Work - Contract No. RM-WM-18-003 N-10 (KM 40+000 TO KM 60+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 PLANT MIX (CLASS A) CM 18,268.61 - - 203b ASPHALTIC BASE COURSE MIX (CLASS B) CM 18,650.02 - - 206b WATER 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
BILL NO. 4: STRUCTURES Code Description Unit Rate (Rs.) Quantity Amount (Rs.) 401a1i CONCRETE A1 (UNDERGROUND) CM 10,479.42 - - 401a1ii CONCRETE CLASS A1 (ON GROUND) CM 11,399.80 - - 401a1iii CONCRETE CLASS A1 (ELEVATED) CM 11,875.37 - - 401a2i CONCRETAE CLASS A2 (UNDERGROUND) CM 10,780.13 - - 401a2ii CONCRETAE CLASS A2 (ON GROUND) CM 11,700.38 - - 401a2iii CONCRETAE A2 (ELEVATED) CM 12,175.82 - - 401a3i CONCRETAE CLASS A3 (UNDERGROUND) CM 11,130.68 - - 401a3ii CONCRETE CLASS A3 (ON GROUND) CM 12,050.93 - - 401a3iii CONCRETAE CLASS A3 (ELEVATED) CM 12,498.39 - - 401b CONCRETE CLASS B CM 8,145.59 - - 401ci CONCRETE CLASS C (UNDERGROUND) CM 9,897.70 - - 401cii CONCRETE CLASS C (ON GROUND) CM 10,817.95 - - 401ciii CONCRETE CLASS C (ELEVATED) CM 11,293.52 - - 401d CONCRETE CLASS D1 CM 15,467.38 - - 401e CONCRETE CLASS Y CM 11,355.95 - - 401f LEAN CONCRETE CM 6,251.22 - - 401h PLUM (CYCLOPEAN / RUBBLE) CONCRETE (2:1 CONC. STONE RATIO) CM 7,323.37 - - 404a REINFORCEMENT AS PER AASHTO M. 31 40 TON 114,040.30 - -
404b REINFORCEMENT AS PER AASHTO M. 31 GRADE 60 TON 116,665.30 - - 410 BRICK WORK CM 7,721.62 - - 411a STONE MASONRY RANDOM DRY CM 3,009.21 - - 411b STONE MASONRY RANDOM WITH MORTAR CM 5,094.85 - - 411g ROLL POINTING SM 312.68 - - 412a STONE MASONARY DRESSED COURSED WITH MORTAR CM 6,114.94 - - TOTAL - BILL OF QUANTITIES Routine Maintenance Work - Contract No. N-10 (KM 40+000 TO KM 60+000) BILL NO. 5: DRAINAGE & EROSION Code Description Unit Rate (Rs.) Quantity Amount (Rs.) 507a STEEL WIRE MESH FOR GABIONS KG 175.09 - - 507b ROCK FILL IN GABIONS CM 1,647.00 - - 509h FILTER LAYER OF GRANULAR MATERIAL CM 2,062.52 - -
510 DISMANTLING OF STRUCTURES AND OBSTRUCTIONS CM 1,624.57 - - 511a1 DRY STONE PITCHING cm THICK) SM 723.42 - - 511a2 DRY STONE PITCHING cm THICK) SM 925.97 - - TOTAL - BILL OF QUANTITIES Routine Maintenance Work - Contract No. RM-WM-18-003 N-10 (KM 40+000 TO KM 60+000) BILL NO. 6: ANCILLARY WORKS Code Description Unit Rate (Rs.) Quantity Amount (Rs.) 601ai RCC NEW BARRIER (IN-SITU) FOR MEDIAN DOUBLE FACE (INCL. REINFORCEMENT) M 11,030.53 - - 601di RCC NEW JERSY BARRIER (PRECAST) FOR MEDIAN DOUBLE FACE (INCL. REINFORCEMENT) M 11,746.54 - - 601dii PRECAST CURB IN CONCRETE A-1 OF SIZE 450X150 mm INCL. BEDDING & HAUNCHING M 1,117.76 - - 604a METAL GUARD RAIL M 4,297.08 - - 604b GUARD RAIL END PIECES EACH 5,627.02 - - 604d STEEL POST FOR METAL GUARD RAIL EACH 5,131.05 - - 605a CONCRETE BEAM GUARDRAIL (INCL. REINFORCEMENT) CM 24,402.79 - - 605c CONCRETE POST FOR GUARDRAIL CM 22,581.23 - -
(INCL. REINFORCEMENT) 607a TRAFFIC ROAD SIGNS CATEGORY 1 EACH 15,996.27 - - 607b TRAFFIC ROAD SIGNS CATEGORY 2 EACH 19,492.56 - - 607c TRAFFIC ROAD CATEGORY 3 (a) EACH 30,520.19 - - 607d TRAFFIC ROAD CATEGORY 3 (b) EACH 56,063.90 - - 607e TRAFFIC ROAD SIGNS CATEGORY 3 (c) SM 25,542.93 - - 607f ADDITIONAL PANEL SIZE 60 cm x cm. EACH 4,255.03 - - 607g ADDITIONAL PANEL SIZE 90 cm x 30 cm. EACH 6,071.79 - - 608b1 PAVEMENT MARKING IN CR PAINT FOR LINES OF 15 cm WIDTH M 45.07 - - PAVEMENT MARKING IN TP PAINT FOR LINES OF 15 cm WIDTH M 89.70 - - 608h1 PAVEMENT MARKING IN REFLECTIVE CR PAINT FOR LINES OF 15 cm WIDTH M 62.85 - - 608h2 PAVEMENT MARKING IN REFLECTIVE TP PAINT FOR LINES OF 15 cm WIDTH M 170.82 - - 609c REFLECTORISED ALUMINIUM PAVEMENT STUD (RAISED PROFILE TYPE - SINGLE) EACH 718.53 - - 609ci REFLECTORISED PLASTIC PAVEMENT STUD (RAISED PROFILE TYPE - SINGLE) EACH 289.71 - - 610c KILOMETER POST (NHA STANDARD DRAWINGS P-152) EACH 3,980.80 - - 610d TEN KILOMETER POST (NHA STANDARD DRAWINGS P-153) EACH 10,030.77 - - 611a GALVANIZED WIRE MESH FENCE 1500 mm HIGH INCL. PRESTRESSED & RCC POSTS M 2,045.19 - -
COMPLETE IN ALL RESPECTS AS PER M-2 STANDARD BILL OF QUANTITIES Routine Maintenance Work - Contract No. RM-WM-18-003 N-10 (KM 40+000 TO KM 60+000) BILL NO. 6: ANCILLARY WORKS Code Description Unit Rate (Rs.) Quantity Amount (Rs.) 1051 LABOUR (Mandays) No. 600.00 - - 3005 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. 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 WORKS DATA (To be prepared and incorporated by the Employer)