Name In the capacity of Signed Duly authorized to sign the Bid for and on behalf of Date Address………………………………………………………………………………….. BA-1 Appendix-A to Bid SPECIAL STIPULATIONS Clause Conditions of Contract 1. Engineer’s Authority to issue Variation in emergency 2.1 Rs: 500,000/= 3. Law applicable 5.1(b) The law to be applied is the law of Islamic Republic of Pakistan 4. Amount of Performance Security 10.1 10 % of Bank Guarantee or 30% of Insurance Bond from a AA Rated insurance company on the approved panel of NHA for the sum mentioned in LOA. 5. Time for Furnishing Program 14.1 Within 14 days from the date of issuance of Letter of Acceptance. 6. Minimum amount of Third Party Insurance 23.2 Rs. 500,000/- per occurrence with number of occurrences unlimited. 7. Time for Commencement 41.1 Within 14 days from the date of receipt of Engineer’s Notice to Commence which shall be issued within fourteen (14) days after signing of Contract Agreement /Letter of Award. 8. Time for Completion 43.1, 48.2 01 Year (12) Months from the date of receipt of Engineer’s Notice to Commence. 9. a) Amount of Liquidated Damages 47.1 0.1 % for each day of delay in completion of the Works subject to a maximum of 10% of Contract Price stated in the Letter of Acceptance. b) Amount of 47.3 NA. 10. Defects Liability Period 49.1 365 Days from the effective date of Taking Over Certificate. 11. Percentage of Retention Money 60.2 05 % of the amount of Interim Payment Certificate. 13. Minimum amount of Interim Payment Certificates (Running Bills) 60.2 Fifteen Percent (15%) of Contract Price except final payment certificate. 15. Time of Payment from delivery of Engineer’s Interim Payment Certificate to the Employer. 60.10 42 days 16. Mobilization Advance * (Interest Free) 60.12 N/A
17 Precautionary Safety Measures The contractor will be responsible for pre-cautionary safety measures and implementation of Work Zone Safety Drawing / Plan during execution of work at site by adopting proper signage. In case of failure 20% payment will be deducted from IPCs 18 Maintenance of Median The concerned contractor shall be Responsible for Cleanliness to Maintain the Median falling within the Chainage/Stretch of Road/Contract. BB-1 Appendix-B to Bid FOREIGN CURRENCY REQUIREMENTS (If required and only in case of International Bidding) 1. The Bidder may indicate here in below his requirements of foreign currency (if any), with reference to various inputs to the Works. 2. Foreign Currency Requirement as percentage of the Bid Price excluding Provisional Sums _______%. 3. Table of Exchange Rates Unit of Currency Equivalent in Pak. Rupees Australian Dollar -------------------------- Euro -------------------------- Japanese Yen -------------------------- Pound -------------------------- U.S. Dollars -------------------------- --------------------------- -------------------------- --------------------------- -------------------------- BC-1 Appendix-C to Bid SCHEDULE OF SPECIFIED MATERIALS FOR THE PURPOSE OF CLAUSE 70-COC PART-II Item No. Description of Specified Material Source of Index Unit of Factor “C” 1 2 3 4 5
Code Description Unit Rate (Rs.) Quantity Amount (Rs.) 201 GRANULAR SUB-BASE CM 1,748.51 202 AGGREGATE BASE CM 2,048.35 203a ASPHALTIC BASE COURSE PLANT MIX (CLASS A) CM 18,475.91 203b ASPHALTIC BASE COURSE PLANT MIX (CLASS B) CM 18,794.87 206b WATER BOUND MACADAM BASE WITH COURSE AGG; CLASS B CM 2,407.08 207a DEEP PATCHING (0-15 cm) SM 127.81 207b DEEP PATCHING (15-30 cm) SM 127.81 209a BREAKING OF EXISTING ROAD PAVEMENT STRUCTURE CM 610.65 209b SCARIFICATION OF EXISTING ROAD PAVEMENT SM 68.26 TOTAL National Highway Authority Region SUMMARY OF BILL OF QUANTITY CSR-2014, (District Gujranwala) Contract No. RM-PN-17-05-11 KM 1320+000 ~ 1336+000 Bill No. 3: SURFACING Code Description Unit Rate (Rs.) Quantity (Amount Rs,) 302a CUT-BACK ASPHALT FOR BITUMINOUS PRIME COAT SM 122.53 302b EMULSIFIED ASPHALT FOR BITUMINOUS PRIME COAT SM 107.30 303a CUT-BACK ASPHALT FOR BITUMINOUS TACK COAT SM 49.07 303b EMULSIFIED ASPHALT FOR BITUMINOUS TACK COAT SM 42.78 304a SINGLE SURFACE TREATMENT SM 229.99 304b DOUBLE SURFACE TREATMENT SM 466.15 304c TRIPPLE SURFACE TREATMENT SM 558.26 305a ASPHALTIC CONCRETE FOR WEARING COURSE (CLASS A) CM 19,513.34 305b ASPHALTIC CONCRETE FOR WEARING COURSE (CLASS B) CM 20,449.41
307a DENSE GRADED HOT BIT-MAC CM 14,240.35 307b OPEN GRADED HOT BIT-MAC CM 13,841.99 309a COLD MILLING, 0-30 mm SM 110.55 309b COLD MILLING, 0-50 mm SM 184.25 309c COLD MILLING, 0-70 mm SM 276.37 TOTAL National Highway Authority Punjab-North Region SUMMARY OF BILL OF QUANTITY CSR-2014, (District Gujranwala) Contract No. RM-PN-17-05-11 KM 1320+000 ~ 1336+000 Bill No. 4: STRUCTURES Code Description Unit Rate (Rs.) Quantity Amount (Rs.) 401a1i CONCRETE A1 (UNDER GROUND) CM 10,433.87 401a1ii CONCRETE CLASS A1 (ON GROUND) CM 11,294.04 4011a1iii CONCRETE CLASS A1 (ELEVATED) CM 11,738.49 401a2i CONCRETE CLASS A2 (UNDER GROUND) CM 10,814.23 401a2ii CONCRETE CLASS A2 (ON GROUND) CM 11,674.28 401a2iii CONCRETE CLASS A2 (ELEVATED) CM 12,118.58 401a3i CONCRETE A3 (UNDER GROUND) CM 11,214.62 401a3ii CONCRETE CLASS A3 (ON GROUND) CM 12,074.67 401a3iii CONCRETE CLASS A3 (ELEVATED) CM 12,494.68 401b CONCRETE CLASS B CM 8,130.06 401ci CONCRETE CLASS C (UNDER GROUND) CM 10,066.90 401cii CONCRETE CLASS C (ON GROUND) CM 10,926.95 401ciii CONCRETE CLASS C (ELEVATED) CM 11,371.40 401d CONCRETE D1 CM 15,472.56 401e CONCRETE CLASS Y CM 11,255.14 401f LEAN CONCRETE CM 6,220.65 401h PLUM (CYCLOPEAN / RUBBLE) CONCRETE (2:1 CONC. STONE RATIO) CM 7,392.48 404a REINFORCEMENT AS PER AASHTO M. GRADE 40 TON 110,630.86