(b) delete and add “duly pre-qualified with the NHA in Balochistan West-Makran Region in the Category of Routine Maintenance 2017-18 on the basis of technical bid. Delete “instruction to tenders” for line 1 5.1 (a) Employer’s address: Chairman National Highway Authority 27-Mauve Area, G-9/1 Islamabad, Pakistan 051 – 9260565 Fax: 051 - 9260419 (b) Engineer’s address: General Manager (Balochistan West-Makran) National Highway Authority NHA Complex, Fish Harbour Road, Gwadar. 6.2 Add at the end “the acknowledgement receipt is to be ensured with Courier/GPO written response” 10.3 Tender shall be quoted entirely in Pak. Rupees. The payment shall be made in Pak. Rupees. 11.2 The tenderer/manufacturer has the financial, technical and production capability necessary to perform the Contract as follows: ROUTINE MAINTENANCE OF ROAD SECTION FROM KM 00+000 TO KM 20+000, N-10. 12.2 (a) A detailed description of the Works, essential technical and performance characteristics. (b) Complete set of technical information, description data, literature and drawings as required in accordance with Schedule B to Tender, Specific Works Data. This will include but not be limited to a sufficient number of drawings, photographs, catalogues, illustrations and such other information as is necessary to illustrate clearly the significant characteristics such as general construction dimensions and other relevant information about the works to be performed. 13.1 Amount of Tender Security 2% of Estimated Cost
BILL OF QUANTITIES Routine Maintenance Work - Contract No. RM-WM-18-001 N-10 (Km 00+000 - Km 20+000) BILL NO. 1: 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-18-001 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
BILL NO. 4: STRUCTURES Code Description Unit Rate (Rs.) Quantity Amount (Rs.) 401a1i CONCRETE CLASS 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 A2 (ON GROUND) CM 11,700.38 - - 401a2iii CONCRETAE CLASS A2 (ELEVATED) CM 12,175.82 - - 401a3i CONCRETAE 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 B CM 8,145.59 - - CONCRETE CLASS C (UNDERGROUND) CM 9,897.70 - - 401cii CONCRETE 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 00+000 - Km 20+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-18-001 N-10 (Km 00+000 - Km 20+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 11,030.53 - - 601di RCC NEW JERSY BARRIER (PRECAST) FOR MEDIAN DOUBLE FACE (INCL. REINFORCEMENT) M 11,746.54 - - 601dii PRECAST CURB IN CONCRETE CLASS A-1 OF SIZE 450X150 mm INCL. BEDDING & HAUNCHING M 1,117.76 - - 604a GUARD RAIL M 4,297.08 - - 604b METAL GUARD RAIL END PIECES EACH 5,627.02 - - 604d 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 CATEGORY 1 EACH 15,996.27 - - 607b TRAFFIC ROAD SIGNS CATEGORY 2 EACH 19,492.56 - - 607c TRAFFIC ROAD SIGNS CATEGORY 3 (a) EACH 30,520.19 - - 607d TRAFFIC ROAD SIGNS 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 - - 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 - - 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 - - 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 COMPLETE IN ALL M 2,045.19 - -