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38Dy.E.E.The proposed work site is approachable by road in normal condition. Theaverage rainfall ranges from 3500 mm to 4000 mm. The normal temperature ingeneral condition is about 15 0 C to 35 0 C.AVAILABILITY OF MATERIALS :-The materials required for this work are generally available in the vicinity of site ofwork in normal condition except bitumen which is to be procured from Mumbairefinery.Contractor No. of Corrections Executive Engineer
39Dy.E.E.METHODOLOGY OF WORK(GENERAL GUIDELINES)Following methodology of work shall be adopted by the contractor in consultation withEngineer-in-charge.(1) At the onset of work, the Nabard information sign board of size 180 x 120 centimetershould be erected at starting point and end point of work.(2) Required camber correction and grade correction shall be carried out as per directivesof Engineer in charge.(3) The earthwork for gutter excavation shall be executed as directed by Engineer in charge.(4) The work of construction of new C.D. works 800 milimeter diameter NP-3 class pipeshall be done. The work of concreting for C.D. works shall be started only aftergetting the concrete mix design approved from the Engineer-in-charge.(5) The work of B.B.M. shall be carried out. The work of gutter shall be carried outsimultaneously. The work of side gutters & C.D. works as shown in drawing shall becarried out before starting the B.T. work. However, if execution of these itemsinvolve extra cost, either due to extra quantities of excavation or under-utilisation ofexcavated material such extra cost will have to be borne by the contractor.(6) After construction of BBM work of 20 mm thick premix carpet with liquid seal coatshall be done.(7) The work of filling side shoulders with 5% camber shall be done simultaneously assoon as after laying of B.B.M. layer. The side shoulders shall be compacted by staticroller and with watering.(8) The items for road side furniture shall be executed.(9) While doing B.T. work hot mix plant operation at plant site shall start at 8.00 A.M. inthe morning in presence of Engineer in charge or his assigned representative, (atplant) and laying shall be stopped before 5.30 P.M. The work of laying hot mixmaterial shall invariably be stopped at 5.30 P.M. in the evening.(10) Traffic plying at design speed shall not feel hump or jerk on any stretches. Contractorshall plan for all such location well before taking up work in such stretches anddifficulties in doing so, if any, be brought to the notice of the Engineer and only afterhis permission work proceeded further.Contractor No. of Corrections Executive Engineer
Page 3 and 4: Dy.E.E.1GOVERNMENT OF MAHARASHTRAPU
Page 5 and 6: 3Dy.E.E.¨É½þÉ®úÉ¹]Åõ É
Page 7 and 8: 4(A)Dy.E.E.GOVT.OF MAHARASHTRANorth
Page 9 and 10: 5Dy.E.E.GOVERNMENT OF MAHARASHTRAPU
Page 11 and 12: 7Dy.E.E.1.2.5 For any assistance on
Page 13 and 14: 9Dy.E.E.The same procedure holds tr
Page 15 and 16: 11Dy.E.E.4. Online Bid Preparation
Page 17 and 18: 13Dy.E.E.9. Tender Schedule ( Key D
Page 19 and 20: 15Dy.E.E.Tender costing below 1 Cro
Page 21 and 22: 17Dy.E.E.b) The Certificate of conc
Page 23 and 24: 19Dy.E.E.1.6 SUBMISSION OF TENDER :
Page 25 and 26: 21Dy.E.E.1.9 SECURITY DEPOSIT :The
Page 27 and 28: Dy.E.E.231.15 CORRECTION :No correc
Page 29 and 30: 25Dy.E.E.1.24 The Income Tax at 2.3
Page 31 and 32: 27Dy.E.E.STATEMENT NO. 2DETAILS OF
Page 33 and 34: 29STATEMENT NO. 2 „A‟ 1(TO BE I
Page 35 and 36: 31Dy.E.E.STATEMENT NO.3DETAILS OF W
Page 37 and 38: 33Dy.E.E.100 Rs.BondxÉ¨ÉÖxÉÉ
Page 39 and 40: 35Dy.E.E.Rs.100/- Stamp PaperA G R
Page 41: 37Dy.E.E.NAME OF WORK :- IMPROVEMEN
Page 45 and 46: 41Dy.E.E.FORM B-1PERCENTAGE RATE TE
Page 47 and 48: 43Dy.E.E.7. No receipt for any paym
Page 49 and 50: 45TENDER FOR WORKSI/We hereby tende
Page 51 and 52: 47Dy.E.E.4. Should this tender be a
Page 53 and 54: 49Dy.E.E.The security deposit will
Page 55 and 56: 51Dy.E.E.Action whenwhole of securi
Page 57 and 58: 53Dy.E.E.Contractorremains liableto
Page 59 and 60: 55Dy.E.E.Payment atreduced rates on
Page 61: 57Dy.E.E.Alterations inspecificatio
Page 64 and 65: 60Dy.E.E.Time limit forunforeseencl
Page 66: 62Dy.E.E.Contractor tosupply plant,
Page 69 and 70: 65Dy.E.E.h) Every hoisting machine
Page 71 and 72: 67Dy.E.E.Direction andcontrol of th
Page 73 and 74: Dy.E.E.69Clause 37 (A) :- The Contr
Page 75 and 76: 71Dy.E.E.(iv) The Engineer-in-charg
Page 77 and 78: 73Dy.E.E.Clause 51 :- The contracto
Page 79 and 80: 75Dy.E.E.ADDITIONAL INSTRUCTIONS TO
Page 81 and 82: 77Dy.E.E.6.1 CONTRACTOR TO INFORM H
Page 83 and 84: 79Dy.E.E.CONSTRUCTION EQUIPMENT AND
Page 85 and 86: 81Dy.E.E.6.5.8 Since all stones qua
Page 87 and 88: 83Dy.E.E.(V)No material shall be re
Page 89 and 90: 85Dy.E.E.(XIII) All road material s
Page 91 and 92: 87Dy.E.E.6.10 ASSISTANCE IN PROCURI
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89Dy.E.E.In case of any dispute of
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91Dy.E.E.8.2 AMENITIES :1) Supporti
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93Dy.E.E.8.7 MEDICAL & SANITARY ARR
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95Dy.E.E.9.2 In case it becomes nec
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97Dy.E.E.12 TESTING ETC. :The Contr
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99Dy.E.E.15. STACKING AND STORAGE A
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101Dy.E.E.18.3 In case defects noti
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103Dy.E.E.c) Control should be exer
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105Dy.E.E.27. SUPPLY OF SAFETY JACK
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107Dy.E.E.Insurance Fund will be re
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109Dy.E.E.SPECIFICATIONS FOR BITUMI
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111Dy.E.E.5. Tack coat on bitumen s
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113Dy.E.E.Sr.No. Test Frequency1. Q
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Remarks115PROFORMAMIX TRANSPORTATIO
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117Dy.E.E.QUALITY ASSURANCE AND MAI
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119PRICE VARIATION CLAUSEDy.E.E.If
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121Dy.E.E.(E) Formula for T.M.T./HY
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123Dy.E.E.NAME OF WORK :- IMPROVEME
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125Dy.E.E.ADDITIONAL CONDITIONS FOR
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127Dy.E.E.13. All empty bags or emp
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129Dy.E.E.xÉÉånù´É½þÒ Gò
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131Dy.E.E.xÉÉånù´É½þÒ Gò
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135Dy.E.E.Estimated Quantity maybe
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143Dy.E.E.Item of workReference to
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153Dy.E.E.GUARANTEE BOND FOR SECURI
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155Dy.E.E.Annexure 'A'QUALITY CONTR
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157Dy.E.E.Annexure 'B'Construction
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159Dy.E.E.DECLARATION OF THE CONTRA
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163Dy.E.E.D R A W I N G SCONTRACT D
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