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Dy.Ex.Engr.Sr.NoQuantityEstimatedbut may bemore or lessItem of WorkIn figuresEstimated RateIn WordsUnit PerAmount accordingto estimatedquantity1 2 3 4 5 6 78 2371.701423.95 Rupees One Thousand One Cubic 3377182.22Four Hundred MetreCubicMetreProviding and constructing granular sub-base course with coarsegraded Grading - I material spreading in uniform layers with motorgrader on prepared surface,mixing by mix in place method withrotavator at optimum moisture content and compacting with vibratoryroller to achieve the desired density complete.Twenty Three andPaise Ninety FiveOnly9987.14CubicMetreProviding and constructing water Bound Macadam surface bymechanical means laying, spreading and compacting stone aggregatesof Grading - II sizes to water bound macadam specification includingspreading in uniform thickness, hand packing, rolling with 3 wheeledsteel/vibratory roller 8-10 tonnes in stages to proper grade andcamber, applying and brooming Type -A ( 13.2 millimeter aggregate)screening , binding materials to fill up the interstices of coarseaggregate,watering and compacting to the required density.1334.00 Rupees One ThousandThree Hundred ThirtyFour and Paise NilOnlyOne CubicMetre1316844.7610423.06CubicMetreProviding and constructing water bound macadam surface bymechnical means, laying, spreading and compacting stone aggregatesof Grading - III sizes to water bound macadam specification includingspreading in uniform thickness, hand packing, rolling with 3 wheeledsteel/vibratory roller 8-10 tonnes in stages to proper grade andcamber,applying and brooming type B (11.2 millimeter aggregate)screening, binding materials to fill up the interstices of coarseaggregate,watering and compacting to the required density.1624.90 Rupees OneThousandSix Hundred TwentyFour and PaiseNinety OnlyOne CubicMetre687430.19Contractor No. of Corrections Executive Engineer 152
Dy.Ex.Engr.Sr.NoQuantityEstimatedbut may bemore or lessItem of WorkIn figuresEstimated RateIn WordsUnit PerAmount accordingto estimatedquantity1 2 3 4 5 6 711 2294.78 Providing and Laying Hard Murum Side shoulders to proper 518.45 Rupees Five Hundred One Cubic 1189728.69thickness, line,level and camber ,including Supplying hard murum atEighteen and Paise MetreCubic the road site ,spreading uniformly ,artificialy watering and compactionForty Five OnlyMetre with vibratory roller etc. complete.1218912.50SquareMetreProviding, laying built-up-spray grout layer of 75 millimetercompacted thickness over prepared base consisting of a two layercomposite construction of compacted crushed coarse aggregatesusing motor grader for aggregates, key stone chips spreader may beused with application of bituminous binder of Indian standard viscousgrade VG-30 after each layer and with key aggregates placed on topof the second layer to serve as a Base conforming to the line, gradesand cross-section specified ,using vibratory roller, excluding cost ofprime / tack coat.306.35 Rupees Three One SquareHundred Six and MetrePaise Thirty Five Only5793844.38Contractor No. of Corrections Executive Engineer 153
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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
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92Dy.Ex. Engr.consideration for pre
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94Dy.Ex. Engr.ADDITIONAL GENERAL CO
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96be known) under whose control the
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98Dy.Ex. Engr.iii) Between the quan
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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
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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 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
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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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