to incur the performance of the Works and shall include all such costs in the rates and amounts entered in the Schedule of Prices. 5.2 Total Tender Price The total of tender prices in the Schedule of Prices shall be entered in the Summary of Tender Prices. 3. Provisional Sums 9.1 Provisional Sums included and so designated in the Schedule of Prices if any, shall be expended in whole or in part at the direction and discretion of the Engineer/Employer. The Contractor will only receive payment in respect of Provisional Sums if he has been instructed by the Engineer/Employer to utilize such sums. SCHEDULE A TO TENDER – BILL OF QUANTITIES BC-KZ-14-009 KM 359+000, N-10 ITEM RATE AMOUNT DESCRIPTION UNIT QUANTITY NO. (Rs) (Rs) 209a Breaking of existing pavement CM 42.0 490.54 20,602.68 structure 104 Compaction of Natural Ground SM 120.0 22.71 2,725.20 107e Common Backfill CM 54.0 211.67 11,430.18 201 Granular sub base CM 36.0 1,801.43 64,851.48 202 Aggregate Base CM 56.4 2,131.66 120,225.62 302a Cut-back asphalt for bituminous SM 294.0 81.61 23,993.34 prime coat 303a Cut-back asphalt for bituminous SM 54.0 37.13 2,005.02 tack coat 305a Asphaltic Concrete for Wearing CM 9.1 10,456.45 95,415.11 Course A) 107a Structural Excavation in common CM 65.6 290.24 19,052.80 material 401a3ii Concrete Class A3 (On Ground) CM 63.2 11,475.22 724,832.27 401a1ii Concrete Class A1 (On Ground) CM 38.5 10,734.67 413,070.10 607a Traffic road signs category 1 Each 4.0 12,187.22 48,748.88
to incur the performance of the Works and shall include all such costs in the rates and amounts entered in the Schedule of Prices. 5.2 Total Tender Price The total of tender prices in the Schedule of Prices shall be entered in the Summary of Tender Prices. 3. Provisional Sums 9.1 Provisional Sums included and so designated in the Schedule of Prices if any, shall be expended in whole or in part at the direction and discretion of the Engineer/Employer. The Contractor will only receive payment in respect of Provisional Sums if he has been instructed by the Engineer/Employer to utilize such sums. SCHEDULE – A TO TENDER BILL OF QUANTITIES BC-KZ-14-009 KM 359+000, N-10 ITEM NO. DESCRIPTION UNIT QUANTITY RATE (Rs) AMOUNT (Rs) 209a Breaking of existing pavement structure CM 42.0 490.54 20,602.68 104 Compaction of Natural Ground SM 120.0 22.71 2,725.20 107e Common Backfill CM 54.0 211.67 11,430.18 201 Granular sub base CM 36.0 1,801.43 64,851.48 202 Aggregate Base CM 56.4 2,131.66 120,225.62 302a Cut-back asphalt for bituminous prime coat SM 294.0 81.61 23,993.34 303a Cut-back asphalt for bituminous tack coat SM 54.0 37.13 2,005.02 305a Asphaltic Concrete for Wearing Course A) CM 9.1 10,456.45 95,415.11 107a Structural Excavation in common material CM 65.6 290.24 19,052.80 401a3ii Concrete Class A3 (On Ground) CM 63.2 11,475.22 724,832.27 401a1ii Concrete Class A1 (On Ground) CM 38.5 10,734.67 413,070.10 607a Traffic road signs category 1 Each 4.0 12,187.22 48,748.88
bc_kz_14_009.docx