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140Dy.Ex. Engr.free of oil and loose rust scale and should be properly tied with binding wire.The size and spacing of the bars as also the cover should be checked forcorrectness.50. PAVEMENT COURSES - GENERAL CONTROLS:a) The base on which the pavement layer is to be placed should bechecked for levels and regularity, and should be in a condition to receive thepavement layer.b) Each layer should be checked for thickness, levels, cross fall (camber),regularity and strength before next layer is permitted to be laid.Signature of Contractor No. of corrections Executive Engineer
141Dy.Ex. Engr.b÷ÉÆ¤É®úÒEò®úhÉÉºÉÉ`öÒ {ÉÖ®ú´É`öÉ Eò®úhªÉÉiÉ ªÉäiÉ+ºÉ±Éä±ªÉÉ b÷ÉÆ¤É®úÉSÉÒ |ÉiÉ (Grade)ÊxÉÎSÉiÉ Eò®úhÉä¤ÉÉ¤ÉiÉ.¨É½þÉ®úÉ¹]Åõ ÉÉºÉxÉ,ºÉÉ´ÉÇVÉÊxÉEò ¤ÉÉÆvÉEòÉ¨É Ê´É¦ÉÉMÉ,ÉÉºÉxÉ {ÉÊ®ú{ÉjÉ Gò¨ÉÉÆEò - ºÉÆÊEòhÉÇ 2005/|É.Gò. 187/ ®úÉ.¨É.2¨ÉÆjÉÉ±ÉªÉ, ¨ÉÖÆ¤ÉðZÉ®ú¨ÉvÉÒ±É b÷ÉÆ¤É®úÉSÉÒ |ÉiÉ ´É®úÒ±É|É¨ÉÉhÉä SÉÉSÉhÉÒ +½þ´ÉÉ±ÉÉxÉÖºÉÉ®úVÉÖ³ýiÉ +ºÉ±ªÉÉSÉÒ JÉÉjÉÒ ZÉÉ±ªÉÉ´É®ú ºÉÆ¤ÉÆvÉÒiÉ `äöEäònùÉ®ú +lÉ´ÉÉ iªÉÉSÉÉ +ÊvÉEÞòiÉ |ÉÊiÉÊxÉvÉÒ ªÉÉÆSÉä ={ÉÎºlÉiÉÒ¨ÉvªÉäb÷ÉÆ¤É®úÉSÉÉ ¤ÉÉ>ðZÉ®ú {±ÉÉx]õ´É®ú Ê®úEòÉ¨ÉÉ Eò®úhªÉÉSÉÒ ±ÉäJÉÒ {É®ú´ÉÉxÉMÉÒ IÉäjÉÒªÉ +ÊvÉEòÉ®úÒ näùiÉÒ±É, iªÉÉxÉÆiÉ®ú¤ÉÉ>ðZÉ®ú Ê®úEòÉ¨ÉÉ Eò®úÉ´ÉÉ +xªÉlÉÉ ½äþ b÷ÉÆ¤É®ú EòÉ¨ÉÉºÉÉ`öÒ xÉ ´ÉÉ{É®úhªÉÉ¤ÉÉ¤ÉiÉ näùJÉÒ±É EÆòjÉÉ]õnùÉ®úÉºÉ ±ÉäJÉÒ ÊxÉnæùÉnäùiÉÒ±É.|ÉiªÉäEò EòÉ¨ÉÊxÉ½þÉªÉ {±ÉÉx]õ´É®ú BEò xÉÉånù´É½þÒ `äö´ÉÉ´ÉÒ. iªÉÉ¨ÉvªÉä ¤ÉÉ>ðZÉ®ú Gò¨ÉÉÆEò, SÉ±ÉxÉ Gò¨ÉÉÆEò , Êb÷±ÉÒ´½þ®úÒ¨Éä¨ÉÉä Gò¨ÉÉÆEò, b÷ÉÆ¤É®úÉSÉä ´ÉVÉxÉ, OÉäb÷ iÉ{ÉÉºÉhÉÒ ´É SÉÉSÉhÉÒ +ÊvÉEòÉ-ªÉÉÆSÉä xÉÉǼ É ðZÉ®ú¨ÉvÉÒ±É b÷ÉÆ¤ÉÉ®úÉSÉÒ |ÉiÉ´ÉÉ®úÒ (Grade of Bitumen) |ÉiªÉIÉiÉ{ÉÉºÉhÉÒºÉÉ`öÒ JÉÉ±ÉÒ±É|É¨ÉÉhÉä ¨ÉÉxÉEòÉxÉÖºÉÉ®ú EòÉªÉÇ´ÉÉ½þÒ Eò®úhªÉÉSÉÒ VÉ¤ÉÉ¤ÉnùÉ®úÒ IÉäjÉÒªÉ +ÊvÉEòÉ-ªÉÉSÉÒ ®úÉ½þÒ±É.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
Page 98 and 99: 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 150 and 151: 142+.Gòú. +ÊvÉEòÉ®úÒ SÉÉ
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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