office of the chief engineer, project swastik, c/o 99 apo ... - Bro.nic.in

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58 27. Video and Still Photography of the stretch to be improved/renewed before and after execution of the work should be invariably done and records sent to the Ministry through this office for appreciation of work done. 28. The IRC SP:53 on “Guideline on use of polymer and rubber modified bitumen “ in road construction (latest revision ) should be strictly followed during construction. 29. Before actual execution, the borrow area for selected earth shall be exactly identified and got inspected and approved from an officer to be appointed by the employer. 30. As per Ministry’s circular issued vide NH-12013/45/2007/Misc/NH-10 dated 02.04.08 an interest @ 10% per annum (compounded quarterly) will be levied on the amount of advance drawn by the contractors for SARDP- NE works. 31. All bitumen and modified bitumen will have to be procured by the contractors from the refinery sources only. Verification of related documents for purchase & testing of bitumen/ modified bitumen from Engineer-in- Charge is compulsory. 32. Disposal of excavated materials: All the excavated materials shall be the property of the Accepting Officer. The material obtained from the excavation of roadway, shoulders, verges, drains, cross-drainage works etc., shall be used for filling up of (i) roadway embankment, (ii) the existing pits in the right-of-way and (iii) for landscaping of the road as directed by the Engineer-in-Charge/OC Contract, including levelling and spreading with all lifts and lead as specified and no extra payment shall be made for the same. Further all excess excavated materials shall be disposed of at km 67.40 on NH-31A on Sevoke Gangtok Road. 33. Retrieved Material: All retrieved materials (esp: stone retrieved from Hard Rock) which are useful in the construction works shall be used for permanent works and GSB/WMM/DBM/BC works as per the directions of the Engineer-in-Charge/OC Contract. However, contractor can use retrieved materials (esp: stone retrieved from Hard Rock) only to the extent up to the total requirement of the materials required for total scope of PMT/ GSB/WMM/DBM/BC works provisioned in the subject contract. The royalty for the same is to be cleared by the contractor. 34. Royalties: No quarries on charge of department are available. The Contractor shall make his own arrangements for obtaining land for quarrying sand/stone & obtaining other materials including retrieved materials required for the work. Payment of royalties of such materials is to be borne by the Contractor, and his quoted rates shall be deemed to include for the same. The contractor shall submit a royalty clearance certificates issued by the department of Forests Minerals, Government of Sikkim along with the RAR(s) /final bill failing which, the said amount of royalty shall be deducted from their RAR(s)/final bill and shall be deposited with state Government. 35 Blasting rocks: a) The Tenderer must make himself aware about the procedure for obtaining licence for storage of explosive and doing blasting operation. The department does not owe any responsibility if State/Central Govt ceases explosive and take legal action against the Tenderer or his staff in case of non holding/procession of such licence. (b) The contractor shall be responsible for the safe custody and storage of blasting materials in accordance with the rules on the subject. Written authority of the OC shall be obtained before any blasting operations are commenced. (c ) The contractor shall ensure that the charges in blasting are not excessive and that the charged bore holes are properly protected before firing and that proper precautions are taken for the safety of men and property. (d) Blasting in general must be avoided. In case it is unavoidable only controlled blasting may be resorted with the prior permission of the Engineer-in-Charge. The contractor shall be bound to abide by the instructions of the Officer Commanding(OC) regarding the necessity of blasting and the type, number size and pattern of holes to be drilled and also the type, amount and method of firing of explosive to be used. The OC shall reserve the right to restrict the number of charge to be fired at a time so that the hillside is not adversely affected. The contractor shall fire the charges only at such time as approved by the OC and shall have no claim, whatsoever, on account of any delay and extra cost due to carrying out the instructions of the OC and/or taking the safety precautions directed by him.
59 36. Slides: If slips, slides, over-breaks or subsidence occur in cuttings during the process of construction, they shall be removed at the cost of the Contractor as ordered by the Engineer-in-Charge/OC Contract. Adequate precautions shall be taken to ensure that during construction, the slopes are not rendered unstable or give rise to recurrent slides after construction. If finished slopes slide into the roadway subsequently, such slides shall be removed and paid for at the Contract rate for the class of excavation involved, provided the slides are not due to any negligence on the part of the Contractor. The classification of the debris material from the slips, slides etc. shall conform to its condition at the time of removal and payment made accordingly regardless of its condition earlier. 37. Salient Features Of Proposed Road Sector S/No Item of work Proposed status 1. Road land width 24 Mtr 2. Formation width 12 Mtr 3. Paved width (carriage way) 7 Mtr 4. Shoulder Earthen both side 5. Gradient (a) Ruling 1 in 20 (b) Limiting 1 in 16.7 (c) Exceptional 1 in 14.3 6. Radius of curve ruling 30 Mtr 7. Road Geometric (a) Parapet wall 0.6 Mtr (b) Side drain 0.6 Mtr (c) Super elevation 7% (d) Camber 1.7 to 2% 38. IRC specification will take precedence in case of variation with specification given in Bid document. 39. Joint survey: (i) (ii) (iii) (iv) (v) (vi) Before commencement of the work, the contractor along with the rep of department/Engineer/ rep of Engineer , shall carryout detailed joint survey with total station. Required L and X section of the road profile at an interval of 20 mtrs be verified. Changes if any be incorporated in the X-sectional drawing provided with tender documents. Details of fresh section be intimated duly signed by rep of contractor and Engineer to TF Commander and Employer . After completion of formation cutting work, joint survey to be carried out with the help of Total Station. L and X section will be prepared at interval of 20 mtrs. Volume of earth work to be computed with the help of survey details obtained before commencement and after completion of work. Records of the above survey details duly signed by rep of contractor, Engineer-in-Charge and OC Contract be maintained by the contractor and copy of same be forwarded to OC Contract and Commander TF. Contractor must furnish the details of survey for release of RAR pertaining to earth work.
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GOVERNMENT OF INDIA BORDER ROADS OR
Page 3 and 4:
3 Srl No BRO Stage Contractor Stage
Page 5 and 6:
5 SECTION-1 INSTRUCTION TO BIDDERS
Page 7 and 8: 7 A.GENERAL 1. Scope of Bid 1.1 The
Page 9 and 10: 9 Following enhancement factors wil
Page 11 and 12: 11 - Records of poor performance su
Page 13 and 14: 13 10. Amendment of Bidding Documen
Page 15 and 16: 15 e) Fixed deposit Receipt, a cert
Page 17 and 18: 17 23. Bid Opening E. BID OPENING A
Page 19 and 20: 19 28. Deleted. 29. Evaluation and
Page 21 and 22: 21 35. Advance payment and security
Page 23 and 24: 23 Minimum Key personnel for the pr
Page 25 and 26: 25 SECTION - 2 QUALIFICATION INFORM
Page 27 and 28: 27 1.3.2 Quantities of work execute
Page 29 and 30: 29 1.7 Proposed sub-contracts and f
Page 31 and 32: 31 AFFIDAVIT. 1. I, the undersigned
Page 33 and 34: 33 UNDERTAKING FOR BID VALIDITY. Bi
Page 35 and 36: 35 AUTHORITY. Employer (therein aft
Page 37 and 38: 37 A General CONDITIONS OF CONTRACT
Page 39 and 40: 39 The Site is the area defined as
Page 41 and 42: 41 13. Insurance 13.1 The Contracto
Page 43 and 44: 43 26. Replacement of Dispute Revie
Page 45 and 46: 45 38. Changes in the Quantities 38
Page 47 and 48: 47 (h) (i) (j) (k) (l) Other contra
Page 49 and 50: 49 51. Advance Payment 51.1 The Emp
Page 51 and 52: 51 60. Payment upon Termination. 60
Page 53 and 54: 53 (l) (m) Trade Unions Act 1926:-
Page 55 and 56: 55 G. ADDITIONAL SPECIAL CONDITIONS
Page 57: 57 13. The Bid price to be rounded
Page 61 and 62: 61 SECTION 4 CONTRACT DATA
Page 63 and 64: 63 11 The law which applies to the
Page 65 and 66: 65 Adjustment for bitumen component
Page 67 and 68: 67 32 The amounts of the advanced p
Page 69 and 70: 69 SECTION- 5 TECHNICAL SPECIFICATI
Page 71 and 72: 71 ANNEXURE-A TECHNICAL SPECIFICATI
Page 73 and 74: 73 SECTION - 7 BILL OF QUANTITIES (
Page 75 and 76: 75 BID SECURITY (BANK GUARANTEE) WH
Page 77 and 78: 77 BANK GUARANTEE FOR ADVANCE PAYME
Page 79 and 80: 79 (5) That the said materials shal
Page 81 and 82: 81 AGREEMENT This agreement made th
Page 83 and 84: 83 UNDERTAKING I, the under signed
Page 85 and 86: 85 SL NO Loc In Km A/U Line Drain K
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office of the chief engineer, project swastik, c/o 99 apo ... - Bro.nic.in

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