Address ____________________________________________________________________ Witness: ____________________________________________________________________ ___________________________________________________________________________ SCHEDULES TO TENDER INCLUDE THE FOLLOWING: Schedule A to Tender: Schedule of Prices Schedule B to Tender: Specific Works Data Schedule C to Tender: Works to be Performed by Subcontractors Schedule D to Tender: Proposed Programme of Works Schedule E to Tender: Method of Performing Works SCHEDULE – A TO TENDER SCHEDULE OF PRICES Sr.No. Page No. Preamble to Schedule of Prices 29 Schedule of Prices 32 (a) Summary of Tender Prices (b) Detailed Schedule of Prices
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
404a REINFORCEMENT AS PER AASHTO M. 31 GRADE 40 TON 116,299.08 - - 404b REINFORCEMENT AS PER AASHTO M. 31 GRADE 60 TON 118,924.08 - - 410 BRICK WORK CM 7,720.53 - - 411a STONE MASONRY RANDOM DRY CM 3,522.94 - - 411b STONE MASONRY RANDOM WITH MORTAR CM 5,433.56 - - 411g ROLL POINTING SM 325.19 - - 412a MASONARY DRESSED COURSED WITH MORTAR CM 6,638.49 - - TOTAL - BILL OF QUANTITIES Routine Maintenance Work - Contract No. N-10 (KM 490+000 TO KM 515+000) BILL NO. 5: DRAINAGE & EROSION WORKS Code Description Unit Rate (Rs.) Quantity Amount (Rs.) 507a STEEL WIRE MESH FOR GABIONS KG 179.27 - - 507b ROCK FILL IN GABIONS CM 2,088.30 - -
605a CONCRETE BEAM GUARDRAIL (INCL. REINFORCEMENT) CM 25,520.77 - - 605c CONCRETE POST FOR GUARDRAIL (INCL. REINFORCEMENT) CM 23,676.24 - - 607a TRAFFIC ROAD SIGNS CATEGORY 1 EACH 16,409.63 - - 607b TRAFFIC ROAD CATEGORY 2 EACH 19,952.97 - - 607c TRAFFIC ROAD CATEGORY 3 (a) EACH 31,177.21 - - 607d TRAFFIC ROAD SIGNS CATEGORY 3 (b) EACH 57,454.17 - - 607e TRAFFIC ROAD SIGNS CATEGORY 3 (c) SM 26,092.82 - - 607f ADDITIONAL PANEL SIZE 60 cm x cm. EACH 4,355.49 - - 607g ADDITIONAL PANEL SIZE 90 cm x 30 cm. EACH 6,206.85 - - PAVEMENT MARKING IN CR PAINT FOR LINES OF 15 cm WIDTH M 46.59 - - 608b2 PAVEMENT MARKING IN TP PAINT FOR LINES OF 15 cm WIDTH M 90.02 - - 608h1 PAVEMENT MARKING IN REFLECTIVE CR PAINT FOR LINES OF 15 cm WIDTH M 64.88 - - 608h2 PAVEMENT MARKING IN REFLECTIVE TP PAINT FOR LINES OF 15 cm WIDTH M 171.99 - - 609c REFLECTORISED ALUMINIUM PAVEMENT STUD (RAISED PROFILE TYPE - SINGLE) EACH 720.88 - - 609ci REFLECTORISED PLASTIC PAVEMENT STUD (RAISED PROFILE TYPE - SINGLE) EACH 292.05 - - 610c KILOMETER POST (NHA STANDARD DRAWINGS P-152) EACH 4,115.96 - - 610d TEN KILOMETER POST (NHA STANDARD DRAWINGS P-153) EACH 10,420.10 - -
611a GALVANIZED WIRE MESH FENCE 1500 mm HIGH INCL. PRESTRESSED & RCC POSTS COMPLETE IN ALL RESPECTS AS PER M-2 STANDARD M 2,072.02 - - BILL OF QUANTITIES Routine Maintenance Work - Contract No. RM-WM-18-025 N-10 (KM 490+000 TO KM 515+000) BILL NO. 6: ANCILLARY 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)