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142+.Gòú. +ÊvÉEòÉ®úÒ SÉÉSÉhÉÒSÉä |É¨ÉÉhÉ(BEÚòhÉ {ÉÊ®ú¨ÉÉhÉÉSªÉÉ)1) EòÊxÉ¹`ö +Ê¦ÉªÉÆiÉÉ / ÉÉJÉÉ +Ê¦ÉªÉÆiÉÉ / ºÉ½þÉ.+Ê¦ÉªÉÆiÉÉ (¸ÉähÉÒ-2)2) ºÉ½þÉ. EòÉªÉÇEòÉ®úÒ +Ê¦ÉªÉÆiÉÉ /ºÉ½þÉ. +Ê¦ÉªÉÆiÉÉ (¸ÉähÉÒ-1)/={ÉÊ´É¦ÉÉMÉÒªÉ +Ê¦ÉªÉÆiÉÉ / ={ÉÊ´É¦ÉÉMÉÒªÉ +ÊvÉEòÉ®úÒ100 ]õCEäò25 ]õCEäò3) EòÉªÉÇEòÉ®úÒ +Ê¦ÉªÉÆiÉÉ 5 ]õCEäòDy.Ex. Engr.¡ò)ñEòÉªÉÇEòÉ®úÒ +Ê¦ÉªÉÆiÉÉ ªÉÉÆxÉÒ b÷ÉÆ¤É®úÒEò®úhÉÉSªÉÉ EòÉ¨ÉÉSªÉÉ iÉ{ÉÉºÉhÉÒ nùÉè-ªÉÉiÉ {±ÉÉx]õ ºÉÉ
143WORK METHODOLOGY FOR SEAL COATDy.Ex. Engr.Liquid seal coat shall be executed as per Clause No. 513 of Specification for Roadand Bridge Works of M.O.R.T.&H. Specification 2001 and latest reprint amendments.Preparation of surface to receive seal coat shall be as per 513.3.3.2 and in one go200 m. only.Construction of seal coat shall be as per Clause 513.3.3.3 and shall be for 200 m.length prepared as above. The preparation of surface for seal coat and constructionof seal coat as per Clause 513.3.3.2 and 513.3.3.3 responsively as mentioned aboveshall be done in 200 m. in one go and the cycle of during in 200 m. shall be repeatedthroughout the day and at the end of the working day any fraction left measuring lessthan 200 m. shall be done separately.PROGRESSIVE METHODOLOGYThe work methodology as described above shall then be followed for next 200metres and thus progressively for entire length of road.MODE OF INSPECTION AND MEASUREMENTThe Deputy Engineer shall remain present and personally supervise centpercent ( 100%) length executed during his tenure.Signature of Contractor No. of corrections Executive Engineer
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PUBLIC WORKS DEPARTMENTPUBLIC WORKS
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|ÉiÉ :- ={É +Ê¦ÉªÉÆiÉÉ,
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GOVERNMENT OF MAHARASHTRAPublic Wor
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I N D E XName Of Work :Improvements
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2 Dy.Ex.Engr.GOVERNMENT OF MAHARSHT
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4 Dy.Ex.Engr.4 Period for online Su
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7 Dy.Ex.Engr.1.3 The offer of the C
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10 Dy.Ex.Engr.3.2.8 Tenderers shoul
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12 Dy.Ex.Engr.broadband connectivit
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14 Dy.Ex.Engr.c. The bid hash value
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16 Dy.Ex.Engr.3.6.4 Use of Speciali
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18 Dy.Ex.Engr.3.6.10 Details of wor
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20 Dy.Ex.Engr.3.9 OPENING OF TENDER
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22 Dy.Ex.Engr.within stipulated tim
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24 Dy.Ex.Engr.19.0 VALIDITY PERIODT
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26 Dy.Ex.Engr.FORM - IList of works
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28 Dy.Ex.Engr.STATEMENT NO. 2’A
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30 Dy.Ex.Engr.(Note : To be include
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32 Dy.Ex.Engr.FORM - IVDetails of w
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FORM NO.VI34 Dy.Ex.Engr.STATEMENT S
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36 Dy.Ex.Engr.FORM - VIIIName of te
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38Dy.Ex.Engr.7. I/We shall also mai
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40Dy.Ex.Engr.included the firm of a
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42Dy.Ex.Engr.In Testimony where of
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ii)44Dy.Ex.Engr.any arrangement ent
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46Dy.Ex.Engr.GENERAL DESCRIPTION AN
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48Dy.Ex.Engr.taken by the contracto
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50Dy.Ex.Engr.2(A) i) The contractor
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52Dy.Ex.Engr.machinery required for
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54Dy.Ex. Engr.percent to 10 percent
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56Dy.Ex.Engr.CONDITIONS OF CONTRACT
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58Dy.Ex.Engr.** Note : The quantity
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60Dy.Ex.Engr.loss sustained by reas
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62Dy.Ex.Engr.estimated to cost more
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64Dy.Ex.Engr.Works to beexecuted in
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66Dy.Ex.Engr.to the unexecuted part
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68Dy.Ex. Engr.P.W.D. ResolutionNo.
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Contractor tosupply plant, ladder,s
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72Dy.Ex.Engr.l) When persons are em
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74Dy.Ex.Engr.Employment offemale la
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76Dy.Ex.Engr.and if they are not en
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78Dy.Ex.Engr.Claim for quantitiesen
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Method ofpaymentAcceptance ofcondit
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82Dy.Ex.Engr.GovernmentCircular No.
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84Dy.Ex.Engr.( Telephone No. 022 -2
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86ADDITIONAL CONDITIONS FOR MATERIA
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88Dy.Ex. Engr.After completion of t
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90Dy.Ex. Engr.Accompaniments to Gov
Page 100 and 101: 92Dy.Ex. Engr.consideration for pre
Page 102 and 103: 94Dy.Ex. Engr.ADDITIONAL GENERAL CO
Page 104 and 105: 96be known) under whose control the
Page 106 and 107: 98Dy.Ex. Engr.iii) Between the quan
Page 108 and 109: 100Dy.Ex. Engr.The Executive Engine
Page 110 and 111: 102Dy.Ex. Engr.provided by the Depa
Page 112 and 113: 104Dy.Ex. Engr.2) Auto CAD, non-aut
Page 114 and 115: 10615.1 Frequency Chart for Testing
Page 116 and 117: 108Dy.Ex. Engr.9. Open gradedpremix
Page 118 and 119: 110Dy.Ex. Engr.13. InterlockingConc
Page 120 and 121: 112Dy.Ex. Engr.binder content. All
Page 122 and 123: any compensation on this behalf.114
Page 124 and 125: 116Dy.Ex. Engr.14) Providing full l
Page 126 and 127: 118Dy.Ex. Engr.2 . The contractor s
Page 128 and 129: 120Dy.Ex. Engr.26.1 Unless separate
Page 130 and 131: 122Dy.Ex. Engr.this respect will be
Page 132 and 133: 124Dy.Ex. Engr.27.20 Any consignmen
Page 134 and 135: 126Dy.Ex. Engr.verification for the
Page 136 and 137: 128Dy.Ex. Engr.28.3 In case it beco
Page 138 and 139: 13029. PAYMENTS AND MEASUREMENTS :-
Page 140 and 141: 132Dy.Ex. Engr.32.2 The contractor
Page 142 and 143: excepted Risk.134Dy.Ex. Engr.37. AD
Page 144 and 145: 136Dy.Ex. Engr.2. The contractor ha
Page 146 and 147: 138Dy.Ex. Engr.b) The base on which
Page 148 and 149: 140Dy.Ex. Engr.free of oil and loos
Page 152 and 153: 144Dy.Ex. Engr.Extract from specifi
Page 154 and 155: 146Dy.Ex. Engr.Rd.33.2 Road Diversi
Page 156 and 157: 148Dy.Ex. Engr.plus 12 mm. For 25 m
Page 158 and 159: Dy.Ex.Engr.Sr.NoName of Work :--Imp
Page 160 and 161: Dy.Ex.Engr.Sr.NoQuantityEstimatedbu
Page 172 and 173: Dy.Ex.Engr.1 2 3 4 53 Excavation fo
Page 174 and 175: Dy.Ex.Engr.1 2 3 4 59 Providing and
Page 176 and 177: Dy.Ex.Engr.1 2 3 4 513 Providing,la
Page 178 and 179: Dy.Ex.Engr.1 2 3 4 516 Dismantaling
Page 180 and 181: Dy.Ex.Engr.1 2 3 4 520 Providing an
Page 182 and 183: Dy.Ex.Engr.1 2 3 4 525 Providing an
Page 184 and 185: Dy.Ex.Engr.1 2 3 4 529 Laboratory T
Page 186 and 187: 178{ÉÖÆVÉÒiÉ b÷ÉÆ¤É®ú
Page 188: 180 Dy.Ex.Engr.D R A W I N G SCONTR
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