º´ÉÒEÞòÊiÉ {ÉjÉ ºÉÆJªÉÉ : ACCEPTANCE LETTER No.W.496/RMMS/144 dt. 07/11/2016 Ref: Tender Notice no. : CAO/CN/BNC/059/16 dated 30/06/2016 (RMMS/144) Tender Opened on : 10/08/2016. Dear Sir(s) 1. Your offer for the above work for Rs. 42,33,699/‐ (RUPEES FORTY TWO LAKH THIRTY THREE THOUSAND SIX HUNDRED AND NINETY NINE ONLY ) is accepted by the competent authority. The accepted schedule of items showing the rates and quantities is enclosed herewith. The completion period of the work is 04 (FOUR) months from the date of issue of this letter. This Letter of Acceptance constitutes a binding contract between you and the Railway Administration. Please quote UCC in all further correspondence. 2. The Security Deposit (SD) for the contract is Rs. 2,11,685/‐ (RUPEES TWO LAKH ELEVEN THOUSAND SIX HUNDRED AND EIGHTY FIVE ONLY ). The Earnest Money Deposit of Rs.96,870/- remitted vide DR No.35987826558 dated 08/08/2016 issued by STATE BANK OF INDIA, BENGALURU, by you along with the offer is adjusted towards a part of the SD. The balance SD of Rs. 1,14,815/-will be recovered from the running bills of the contract @ 10% of bill amount from each bill. Please note that no interest will accrue on the Security Deposit. 3. A Performance Guarantee (PG) for Rs. 2,11,685/‐ (RUPEES TWO LAKH ELEVEN THOUSAND SIX HUNDRED AND EIGHTY FIVE ONLY) is to be submitted by you within 30 (thirty) days from the date of issue of this letter in the forms mentioned in clause 4.0 (b) of Special Conditions of Contract. The PG shall be valid up to 60 days beyond the stipulated date of completion. 4. Please report to Dy. Chief Engineer/CN/MYS along with the detailed programme of work. Other conditions and details are mentioned overleaf. This letter consists of two enclosures as given below. Please acknowledge the receipt of this letter. ENCL: 1. PG Form, Yours faithfully, 2. Schedule of items, (V. SRIDHAR) Dy. Chief Engineer/Works/Construction South Western Railway, Bangalore‐46 for and on behalf of President of India UCC 74205 Name of work: Ramanagaram ‐ Mysore doubling ‐ Shifting of existing track on the newly constructed Cauvery Bridges at Srirangapatna station Value of work : Rs. 42,33,699/‐ Completion period : 04 months To Shri B.VENKATAPPA NO.825, 'AMRUTHA', JNANABHARATHI II STAGE, MARIAPPANAPALYA, NAGADEVANAHALLI BENGALURU - 560056 ùÊIÉhÉ {ÉζSÉ¨É ®äú±É´Éä SOUTH WESTERN RAILWAY Office of the Chief Administrative Officer (Construction), 18, Millers’ Road, BANGALORE – 560 046
HUNDRED ANDNINETY NINE ONLY ) is accepted by the competent authority. The accepted schedule of itemsshowingtheratesandquantities isenclosedherewith. Thecompletionperiodoftheworkis04(FOUR)monthsfromthedateofissueofthisletter.ThisLetterofAcceptanceconstitutesabindingcontractbetweenyouandtheRailwayAdministration.PleasequoteUCCinallfurthercorrespondence.
2. The Security Deposit (SD) for the contract is Rs. 2,11,685/‐ (RUPEES TWO LAKH ELEVEN THOUSAND SIX
HUNDRED AND EIGHTY FIVE ONLY ). The Earnest Money Deposit of Rs.96,870/- remitted vide DRNo.35987826558dated08/08/2016issuedbySTATEBANKOFINDIA,BENGALURU,byyoualongwiththeofferisadjustedtowardsapartoftheSD.ThebalanceSDofRs.1,14,815/-willberecoveredfromtherunningbillsofthecontract@10%ofbillamountfromeachbill.PleasenotethatnointerestwillaccrueontheSecurityDeposit.
UCC 74205 Name of work: Ramanagaram ‐ Mysore doubling ‐Shifting of existing track on the newly constructedCauveryBridgesatSrirangapatnastation Value of work : Rs.42,33,699/‐Completionperiod:04months
2. You shall execute an agreement for theworkwithin seven days from the date of receipt of notice byRailways
regardingreadinessof theagreement. Thedetailedprogrammeofwork tobesubmittedbyyou inconformitywith the programme chart given below or even earlier, shall be as stipulated in the special conditions. Theprogrammeshall indicatethetimescheduleofvariousitemsofworksintheformofBarChart/PERTChart/CPMChart. Theprogrammeshouldalsoincludethedetailsoforganization(intermsoflabourandsupervisors),plantandmachinery intended tobeutilized fromtime to time forexecutionof theworkwithin thestipulateddateofcompletion.Incaseofnon‐submissionofacceptableprogrammeofworkwithin15daysofissueofthisletter,youareliableforpenalactionincludinglevyingfineuptoRs.50,000/‐.
SupplyofOrdinaryPortland cementof43 /53grade conforming to IS8112/ IS12269 (uptodate)and/orPortlandPozzolanaCementconformingtoIS/1489(uptodate),atsiteofworktotheextentofthequantitiesrequiredforvariousitemsofworksinscheduleitemsincludingallcostofloading, unloading,leading, transporting, stacking, storing including making proper storagearrangementsandallconsumables,machinery,vehicles,labouretc.,completeandasdirectedbythe Engineer‐in‐charge.(a) Ordinary Portland Cement (43/53 Grade)NOTE :1) Use of Portland Pozzolona cement shall be restricted strictly to the permittedconstruction items only. Pozzolana cement shall not be used in PSC construction.2) Admixtures such as super plasticizers will be permitted based on specific designs forpermitted construction itemswith the approval of the DY.Chief Engineer‐in‐charge. However,admixturesproposedshallbesuppliedfreeofcostbytheContractorandnocompensationwillbepayable.3.33Gradecementshallnotbeusedinrailwayconstructionworks.
Plain Cement Concrete (M15 to M30 design mix) Cast‐in‐situ work (cement will be paidseparately)withContractorsallmaterials including20mm/12.5mmgradedhardcrushedstoneaggregate,sand,admixture,water,etc.,ofapprovedquality inbedblocks,wearingcoat,coping,ballast walls etc. of bridges and other structures as required, including fixing and removal ofcontractors shutter/form work/ supports, vibrating/compacting, providing weep holes withcontractors AC pipes 75 to 100mm dia wherever necessary, providing normal/approvedexpansionjointswithnecessarymaterialsasperdesign/drawings,curingofconcrete,pumping/bailingoutofwaterwherevernecessarywithContractorsownpump,power,fueletc;,finishingthesurfaceswhereverrequired,etc.,complete,withalllead,lift,transport,consumables,labour,tools and plant, materials, etc., as per approved drawings/specification / conditions and asdirected by the Engineer‐in‐charge.NOTES:(1) Single ratewill apply for allmixes (M15,M20,M25 andM30) irrespective of proportion ofmaterials used (per cubic metre (cum) of concrete)(2) All concrete shall beweigh batched,machinemixed, compactedwithmechanical vibratorsandshouldconformtoIRSConcreteBridgeCodeandrelevantISCodes/Specificationsandotherrelevant specifications as prescribed. Weigh batching is mandatory for all PCC, RCC and PSCworks.(3)Ratesshallincludeallmaterials,operations,etc., completeexceptforCement,whichwillbepaidforseparately.Steelsincludingfabrication,ifused,andexcavationsforfoundationswillbepaid under relevant SSR or other schedules separately.(4)Shutteringandsupporting formworkshallbeofgoodqualitymaterialsonly. ForPSC/RCCgirders/slabs/beams/columns, only rigid plate steel shutters shall be used.(5) Mix design with requirement of all tests shall be arranged by the Contractor at his cost.(6) Admixtures as required/ as per designs shall be arranged by the Contractor at his cost.(7) Allmaterialandconcretetestsasrequiredshallbearrangedbythecontractorathiscost.(8)Rateincludesplacingofconcreteinpositionforallheightsbymanual/concretepump/craneetc.,
Rolling of ballast dumped on the formationwithout rail traffic block in yards/mid section onmainline/loopline/turnoutfortrackinstraight/oncurveonformation/ballasteddeckbridgewithcontractorssmoothwheeledpowerrollerof8ton‐10toncapacitywithsufficientnumberofpasses(minimum6to8)toformconsolidatedballastbedof180mm220mmthicknesstoawidthof4msymmetricaltothecentrelineofalignmenttocorrectlineandleveldulyprovidingearthrampandballastrampasrequiredfortakingthepowerrollerontotheformationandthenontothespreadballastandremovingtherampsdulymakinggoodtheformationanddisturbedballastaftercompletionofrollingoperationwithcontractor'sskilledpersonnel,toolsandplant,vehicles,machinery, fuel, consumables, loading,unloadingwithall incidentalchargesand inallkindsofweatherconditionsandsiteconditions includingcrossingof trackswhereverrequiredduly observing all safety precautions and including all ascent, descent, taxes, duties, cess,surcharges, fees etc. completely as per the special conditions / specifications / regulations, asdirected by the Engineer‐in‐Charge and as per the note(s) below.Notes:1.Therateisinclusiveofprovidingearthrampandballastrampasrequiredfortakingthepowerrollerontotheformationandthenontothespreadballastandremovingtherampsdulymakinggood the formation and disturbed ballast after completion of rolling operation;2. The rate is inclusive of redistribution and levelling of excess ballast while rolling to obtainuniformplanecamberedsurface.
Quantity
Rate
Unit
Amount
1500.00
19.00
1trackmetre
25,080.00
(RupeesNineteen)
Contractor's%:‐12Discount:0
4
PWNB‐015
(i)Salvagingbyscoopingouttheexistingoldballastmixedwithmuck,dust,vegetationetc.fromtheexistingtrackwithoutrailtrafficblockdulydigging/scarifyingtheballastbybeaters/wirebrushes,levellingtheformationaftersalvagingballast,separatingthemuck,dustandvegetationby screening the salvaged ballast with contractors 25mm sieve;(ii)Stackingofsievedballastformeasurementonoroutsidetheformationincludingre‐handlingof ballast and;(iii) Safely disposing the muck generated outside Railway boundary with all lead.Allof theaboveshallbeexecutedwithcontractor's skilledpersonnel, toolsandplant,vehicles,machinery, fuel, consumables, loading, unloadingwith all incidental charges and in all kindsofweather conditions and site conditions including crossing of tracks wherever required dulyobserving all safety precautions and including alllead, ascent, descent, taxes, duties, cess,surcharges, fees etc. completely as per the special conditions / specifications / regulations, asdirected by the Engineer‐in‐Charge and as per the note(s) below.Notes:1Ballastshallbecarefullyretrievedwithoutwasting/throwingawayitwhilecarryingoutwork;2Paymentshallbedoneasperstackmeasurementwithoutdeductionforanyvoids.
(i)ManualassemblingandlinkingBGtrackwith60kg/52kg/90Rsinglerail/3railpanels/10rail panels / 20 rail panelswith 60 kg / 52 kg PSC sleepers at a sleeper density of 1660(onethousandsixhundredandsixty)perkmwithallfittingsandfasteningsincludinglinkingonlevelcrossingswithoutrailtrafficblockduringday/nightdulyleadingandliftingtherails/railpanelsandsleepersfromthestacksavailableonformation/topofcutting/bottomofbank‐oneithersideofthealignment‐nearlevelcrossings/inmid‐section/inyardsuptoaleadof1(one)kmondiplorryorbyanyotherapprovedmeansincludinglongitudinalshiftingandlateralshifting,ifany required, providing fish plates and bolts duly greased with contractor's grease no. 0,graphited (conforming to IS: 408 ‐ 1981 and procured fromRDSO approved firms), providingspecified expansion gap at rail ends;(ii) Kutcha packing to achieve proper surfacing, longitudinal profile and cross levels for safepassage of trains at least at 20 (twenty) kmph and;(iii) Boxing of disturbed ballast to standard sectional profile.Allof theaboveshallbeexecutedwithcontractor's skilledpersonnel, toolsandplant,vehicles,machinery, fuel, consumables, loading, unloadingwith all incidental charges and in all kindsofweather conditions and site conditions including crossing of tracks wherever required dulyobservingallsafetyprecautionsandincludingallascent,descent,taxes,duties,cess,surcharges,feesetc.completelyasperthespecialconditions/specifications/regulations,asdirectedbytheEngineer‐in‐Charge and as per the note(s) below.Notes:1.Thepaymentismadein4stagesoneafteranotherasgivenbelowinthesameorder.Paymentshall not be made for a subsequent stage without paying for a previous stage;2.Paymentforstage‐4shallbemadeonlyaftertransportingthesurplus/releasedfittingstothedepotand stacking the surplus/ released railsandsleepersat the specified location(s) in thespecified yard as directed by the Engineer‐in‐Charge;3. Greasing of ERCs and inner surfaces of MCI inserts, if done, will be paid separately underrelevant item;4.The contractorhas to lead the rails and sleepers stackedalong side the formation.Any leadbeyond 1 (one) km for rails and sleepers shall be paid separately;5.Thelimitof1(one)kmforleaddoesnotapplytoyards.Therateincludesanyleadwithintheyard limit;6.Trackfittings likeERCs, liners, fishplates,rubberpadsetc.mayhavetobebroughtfromthenearby yard / mid section / depot. No additional payment shall be made for the same;7.Lateralshiftingofrailsinvolvingcrossingofrunningtrackshallbepaidundertherelevantitemas applicable;8.Therateincludesengaginglookoutmenandbannerflagmenwithhandflagsandbannerflagsrespectivelyinthedayandsignallampsetc.inthenight,whereverrequired(incaseofdoublingprojects, yards etc.), for the safety of rail traffic passing on adjacent line(s) &personnel.Stage1:Spreadingofsleeperstocorrectspacingovercompactedballastlayer,skeletonlinkingoftrack by clipping rails to sleepers with all fastenings, fish plating including initial packing
(i)ManualassemblingandlinkingBGtrackwith60kg/52kg/90Rsinglerail/3railpanels/10rail panels / 20 rail panelswith 60 kg / 52 kg PSC sleepers at a sleeper density of 1660(onethousandsixhundredandsixty)perkmwithallfittingsandfasteningsincludinglinkingonlevelcrossingswithoutrailtrafficblockduringday/nightdulyleadingandliftingtherails/railpanelsandsleepersfromthestacksavailableonformation/topofcutting/bottomofbank‐oneithersideofthealignment‐nearlevelcrossings/inmid‐section/inyardsuptoaleadof1(one)kmondiplorryorbyanyotherapprovedmeansincludinglongitudinalshiftingandlateralshifting,ifany required, providing fish plates and bolts duly greased with contractor's grease no. 0,graphited (conforming to IS: 408 ‐ 1981 and procured fromRDSO approved firms), providingspecified expansion gap at rail ends;(ii) Kutcha packing to achieve proper surfacing, longitudinal profile and cross levels for safepassage of trains at least at 20 (twenty) kmph and;(iii) Boxing of disturbed ballast to standard sectional profile.Allof theaboveshallbeexecutedwithcontractor's skilledpersonnel, toolsandplant,vehicles,machinery, fuel, consumables, loading, unloadingwith all incidental charges and in all kindsofweather conditions and site conditions including crossing of tracks wherever required dulyobservingallsafetyprecautionsandincludingallascent,descent,taxes,duties,cess,surcharges,feesetc.completelyasperthespecialconditions/specifications/regulations,asdirectedbytheEngineer‐in‐Charge and as per the note(s) below.Notes:1.Thepaymentismadein4stagesoneafteranotherasgivenbelowinthesameorder.Paymentshall not be made for a subsequent stage without paying for a previous stage;2.Paymentforstage‐4shallbemadeonlyaftertransportingthesurplus/releasedfittingstothedepotand stacking the surplus/ released railsandsleepersat the specified location(s) in thespecified yard as directed by the Engineer‐in‐Charge;3. Greasing of ERCs and inner surfaces of MCI inserts, if done, will be paid separately underrelevant item;4.The contractorhas to lead the rails and sleepers stackedalong side the formation.Any leadbeyond 1 (one) km for rails and sleepers shall be paid separately;5.Thelimitof1(one)kmforleaddoesnotapplytoyards.Therateincludesanyleadwithintheyard limit;6.Trackfittings likeERCs, liners, fishplates,rubberpadsetc.mayhavetobebroughtfromthenearby yard / mid section / depot. No additional payment shall be made for the same;7.Lateralshiftingofrailsinvolvingcrossingofrunningtrackshallbepaidundertherelevantitemas applicable;8.Therateincludesengaginglookoutmenandbannerflagmenwithhandflagsandbannerflagsrespectivelyinthedayandsignallampsetc.inthenight,whereverrequired(incaseofdoublingprojects, yards etc.), for the safety of rail traffic passing on adjacent line(s) &personnel.(b) Stage 2: Initial lifting, ensuring correct ballast cushion and bringing track geometry totolerancesas specified in the special conditions for trackworkandkutchapacking forpassingtrainsatleastat20(twenty)kmph
(i)ManualassemblingandlinkingBGtrackwith60kg/52kg/90Rsinglerail/3railpanels/10rail panels / 20 rail panelswith 60 kg / 52 kg PSC sleepers at a sleeper density of 1660(onethousandsixhundredandsixty)perkmwithallfittingsandfasteningsincludinglinkingonlevelcrossingswithoutrailtrafficblockduringday/nightdulyleadingandliftingtherails/railpanelsandsleepersfromthestacksavailableonformation/topofcutting/bottomofbank‐oneithersideofthealignment‐nearlevelcrossings/inmid‐section/inyardsuptoaleadof1(one)kmondiplorryorbyanyotherapprovedmeansincludinglongitudinalshiftingandlateralshifting,ifany required, providing fish plates and bolts duly greased with contractor's grease no. 0,graphited (conforming to IS: 408 ‐ 1981 and procured fromRDSO approved firms), providingspecified expansion gap at rail ends;(ii) Kutcha packing to achieve proper surfacing, longitudinal profile and cross levels for safepassage of trains at least at 20 (twenty) kmph and;(iii) Boxing of disturbed ballast to standard sectional profile.Allof theaboveshallbeexecutedwithcontractor's skilledpersonnel, toolsandplant,vehicles,machinery, fuel, consumables, loading, unloadingwith all incidental charges and in all kindsofweather conditions and site conditions including crossing of tracks wherever required dulyobservingallsafetyprecautionsandincludingallascent,descent,taxes,duties,cess,surcharges,feesetc.completelyasperthespecialconditions/specifications/regulations,asdirectedbytheEngineer‐in‐Charge and as per the note(s) below.Notes:1.Thepaymentismadein4stagesoneafteranotherasgivenbelowinthesameorder.Paymentshall not be made for a subsequent stage without paying for a previous stage;2.Paymentforstage‐4shallbemadeonlyaftertransportingthesurplus/releasedfittingstothedepotand stacking the surplus/ released railsandsleepersat the specified location(s) in thespecified yard as directed by the Engineer‐in‐Charge;3. Greasing of ERCs and inner surfaces of MCI inserts, if done, will be paid separately underrelevant item;4.The contractorhas to lead the rails and sleepers stackedalong side the formation.Any leadbeyond 1 (one) km for rails and sleepers shall be paid separately;5.Thelimitof1(one)kmforleaddoesnotapplytoyards.Therateincludesanyleadwithintheyard limit;6.Trackfittings likeERCs, liners, fishplates,rubberpadsetc.mayhavetobebroughtfromthenearby yard / mid section / depot. No additional payment shall be made for the same;7.Lateralshiftingofrailsinvolvingcrossingofrunningtrackshallbepaidundertherelevantitemas applicable;8.Therateincludesengaginglookoutmenandbannerflagmenwithhandflagsandbannerflagsrespectivelyinthedayandsignallampsetc.inthenight,whereverrequired(incaseofdoublingprojects, yards etc.), for the safety of rail traffic passing on adjacent line(s) &personnel.(c) Stage 3: Greasing / oiling of fittings and attending to final requirement of ballast cushion,sleeperspacingcorrection,ballastboxingandprofiling
(i)ManualassemblingandlinkingBGtrackwith60kg/52kg/90Rsinglerail/3railpanels/10rail panels / 20 rail panelswith 60 kg / 52 kg PSC sleepers at a sleeper density of 1660(onethousandsixhundredandsixty)perkmwithallfittingsandfasteningsincludinglinkingonlevelcrossingswithoutrailtrafficblockduringday/nightdulyleadingandliftingtherails/railpanelsandsleepersfromthestacksavailableonformation/topofcutting/bottomofbank‐oneithersideofthealignment‐nearlevelcrossings/inmid‐section/inyardsuptoaleadof1(one)kmondiplorryorbyanyotherapprovedmeansincludinglongitudinalshiftingandlateralshifting,ifany required, providing fish plates and bolts duly greased with contractor's grease no. 0,graphited (conforming to IS: 408 ‐ 1981 and procured fromRDSO approved firms), providingspecified expansion gap at rail ends;(ii) Kutcha packing to achieve proper surfacing, longitudinal profile and cross levels for safepassage of trains at least at 20 (twenty) kmph and;(iii) Boxing of disturbed ballast to standard sectional profile.Allof theaboveshallbeexecutedwithcontractor's skilledpersonnel, toolsandplant,vehicles,machinery, fuel, consumables, loading, unloadingwith all incidental charges and in all kindsofweather conditions and site conditions including crossing of tracks wherever required dulyobservingallsafetyprecautionsandincludingallascent,descent,taxes,duties,cess,surcharges,feesetc.completelyasperthespecialconditions/specifications/regulations,asdirectedbytheEngineer‐in‐Charge and as per the note(s) below.Notes:1.Thepaymentismadein4stagesoneafteranotherasgivenbelowinthesameorder.Paymentshall not be made for a subsequent stage without paying for a previous stage;2.Paymentforstage‐4shallbemadeonlyaftertransportingthesurplus/releasedfittingstothedepotand stacking the surplus/ released railsandsleepersat the specified location(s) in thespecified yard as directed by the Engineer‐in‐Charge;3. Greasing of ERCs and inner surfaces of MCI inserts, if done, will be paid separately underrelevant item;4.The contractorhas to lead the rails and sleepers stackedalong side the formation.Any leadbeyond 1 (one) km for rails and sleepers shall be paid separately;5.Thelimitof1(one)kmforleaddoesnotapplytoyards.Therateincludesanyleadwithintheyard limit;6.Trackfittings likeERCs, liners, fishplates,rubberpadsetc.mayhavetobebroughtfromthenearby yard / mid section / depot. No additional payment shall be made for the same;7.Lateralshiftingofrailsinvolvingcrossingofrunningtrackshallbepaidundertherelevantitemas applicable;8.Therateincludesengaginglookoutmenandbannerflagmenwithhandflagsandbannerflagsrespectivelyinthedayandsignallampsetc.inthenight,whereverrequired(incaseofdoublingprojects, yards etc.), for the safety of rail traffic passing on adjacent line(s) &personnel.(d)stage4:Clearingthesite(subjecttonoteno.2)
(i)ManualthroughpackingwithoutrailtrafficblockofPlainBGTrackonstraightoroncurves&trackonbridgesonPSC layoutduringday/nightduly rectifyinganydefects inalignmentanddefects in longitudinal / cross level including gauging, squaring of sleepers, providing thespecifiedballastcushionbyreadjustingtheexcessballastinthevicinity,providingrequiredsuperelevationforcurves,packingbelowthebottomofPSCsleepersandsurroundingwithballastwithcrowbars/beaters/offtracktampersincludingpickingupofslacksupto75mmandgradingoftracktothespecifiedlongitudinalandlateralprofilesoastoallowtrafficatleastat20kmphandat 45 kmph in stages and;(ii) Boxing of disturbed ballast to standard sectional profile.Allof theaboveshallbeexecutedwithcontractor's skilledpersonnel, toolsandplant,vehicles,machinery, fuel,consumables, loading,unloadingwithall incidentalchargesand inallkindsofweather conditions and site conditions including crossing of tracks wherever required dulyobserving all safety precautions and including all lead, ascent, descent, taxes, duties, cess,surcharges, fees etc. completely as per the special conditions / specifications / regulations, asdirected by the Engineer‐in‐Charge and as per the note(s) below.Note:Second round of packing shall be paid only after paying for first round of packing.(a) For sleeper density 1660 per km
Quantity
Rate
Unit
Amount
1500.00
35.00
1trackmetre
46,200.00
(RupeesThirtyFive)
Contractor's%:‐12Discount:0
6b
PWNB‐021b
(i)ManualthroughpackingwithoutrailtrafficblockofPlainBGTrackonstraightoroncurves&trackonbridgesonPSC layoutduringday/nightduly rectifyinganydefects inalignmentanddefects in longitudinal / cross level including gauging, squaring of sleepers, providing thespecifiedballastcushionbyreadjustingtheexcessballastinthevicinity,providingrequiredsuperelevationforcurves,packingbelowthebottomofPSCsleepersandsurroundingwithballastwithcrowbars/beaters/offtracktampersincludingpickingupofslacksupto75mmandgradingoftracktothespecifiedlongitudinalandlateralprofilesoastoallowtrafficatleastat20kmphandat 45 kmph in stages and;(ii) Boxing of disturbed ballast to standard sectional profile.Allof theaboveshallbeexecutedwithcontractor's skilledpersonnel, toolsandplant,vehicles,machinery, fuel,consumables, loading,unloadingwithall incidentalchargesand inallkindsofweather conditions and site conditions including crossing of tracks wherever required dulyobserving all safety precautions and including all lead, ascent, descent, taxes, duties, cess,surcharges, fees etc. completely as per the special conditions / specifications / regulations, asdirected by the Engineer‐in‐Charge and as per the note(s) below.Note:Second round of packing shall be paid only after paying for first round of packing.(b)For sleeper density 1660 per km for second round of packing
(i)InsertionofRailwaysGluedJointset60kg/52kgonBGtrack/PointsandCrossingwithoutrail trafficblockduringday/nightduly leadingtheglued Jointset fromanywhere in theyard,connectingitoneitherendsusingjoggled/ordinaryfishplates,fishboltsandnutsdulygreasingthem with contractor's supply of grease no. 0, graphited (conforming to IS: 408 ‐ 1981 andprocured from RDSO approved firms) and oiling, properly tightening the bolts etc. includingcuttingofrails,drillingofholes,ifrequired,dulycoordinatingwiththesignallingstaffduringtheinsertion to facilitate working of block instrument and;(ii) Transportation of released rails to the nominated location(s).All of the above shall be executedwith contractors skilledpersonnel, tools andplant, vehicles,machinery, fuel,consumables, loading,unloadingwithall incidentalchargesand inallkindsofweather conditions and site conditions including crossing of tracks wherever required dulyobserving all safety precautions and including all lead, ascent, descent, taxes, duties, cess,surcharges, fees etc. completely as per the special conditions / specifications / regulations, asdirected by the Engineer‐in‐Charge and as per the note(s) below.Notes:1.Therateincludestransportationofreleasedrailstonominatedlocations(s)asdirectedbytheEngineer‐in‐Charge and stacking them neatly and properly in a countable manner;2. Each set comprises of two glued joints on opposite rails;3.Cuttingofrailsanddrillingofholesshallbepaidseparatelyunderthe relevantitems.
Quantity
Rate
Unit
Amount
10.00
720.00
1SET
6,336.00
(RupeesSevenHundredandTwenty)
Contractor's%:‐12Discount:0
8
PWNB‐025
(i)Manualassemblingand insertionofSwitchExpansion Joint(SEJ)atspecified locationundernontrafficcondition/withoutrailtrafficblockwith60kg/52kgrailsasperIRPWMguidelinesandIRLWRmanualinmidsection/yardinstraight/curvedalignmentonspecialPSCsleepersdulyleadingtheSEJrailsandspecialsleepersfromthestacksavailableoncess/topofcutting/bottomofbankinmid‐section/intheyard–oneithersideofthealignmentbydiplorryorbyany other approvedmeanswithin a lead of 1 (one) km including side shifting / longitudinalshifting or crossing of running lines including cutting of rails (paid separately) and drilling ofholes (paid separately) as per the requirement;(ii) Setting SEJ to correct expansion gap / mean position as required for welding as per theprevailingrailtemperatureandfixingRailway’sspecialbearingplates/chairsincludingfixingoftwo rows of M.S. angles of specified size and specified length with Railway’s fittings / boltsincludinggreasingwithcontractor's ‘greaseno.0,graphited’(conformingtoIS:408‐1981andprocured from RDSO approved firms);(iii) Insertion of closure rails of correct length as per the relevant RDSO drawing to correctspacing and;(iv) Kutcha packing to achieve proper surfacing, longitudinal profile and cross levelsfor safepassage of trains at least at 20 kmph.All of the above shall be executedwith contractor's skilled personnel, tools and plant, vehicles,machinery, fuel, consumables, loading, unloadingwith all incidental charges and in all kindsofweather conditions and site conditions including crossing of tracks wherever required dulyobservingallsafetyprecautionsandincludingallascent,descent,taxes,duties,cess,surcharges,feesetc.completelyasperthespecialconditions/specifications/regulations,asdirectedbytheEngineer‐in‐Charge and as per the note(s) below.Notes:1.Thelimitof1(one)kmofleaddoesnotapplytoyards.Therateincludesanyleadwithintheyard limit;
2.Cuttingofrails,drillingofholesanddismantlingoftrack,ifexecuted,shallbepaidseparately;3. One set of SEJ consists of both LH & RH rails and all other components / parts;4. SEJsand track fittings likeERCs, liners, fishplates, rubberpadsetc.mayhave tobebroughtfromthenearbyyard/midsection/PWaydepot.Noadditionalpaymentshallbemadeforthesame;5.TherateincludestransportingthereleasedfittingsandfasteningstothespecifiedPWaydepotand stacking / arranging them properly in a countable manner;6.SEJsleepersshallbemadeavailableattheneareststationyard/LC/anyotherlocationandthecontractorhastoleadthesametothesiteofworkwithamaximumleadof1(one)km.Anylead exceeding 1 (one) km (for other than yard limit) for transportationof sleepers (not SEJs,fittings and fastenings) shall be paid separately;7.Therateincludesengaginglookoutmenandbannerflagmenwithhandflagsandbannerflagsrespectivelyinthedayandsignallampsetc.inthenight,whereverrequired(incaseofdoublingprojects, yards etc.), for the safety of rail traffic passing on adjacent line(s) & personnel.
Quantity
Rate
Unit
Amount
2.00
5,500.00
1SET
9,680.00
(RupeesFiveThousandFiveHundred)
Contractor's%:‐12Discount:0
9
PWNB‐026
Cuttingof60kg /52kg/90RClass I / IIRails true to verticalwith rail cuttingmachineonlywithoutrail trafficblockduringday/nightdulymarkingthe linewithcontractor'srailcuttingmachinewithcontractorsblades/discsetc.withcontractor'sskilledpersonnel,toolsandplant,vehicles,machinery, fuel, consumables, loading,unloadingwithall incidentalchargesand inallkindsofweatherconditionsandsiteconditions includingcrossingof trackswhereverrequiredduly observing all safety precautions and including all lead, ascent, descent, taxes, duties, cess,surcharges, fees etc. completely as per the special conditions / specifications / regulations, asdirected by the Engineer‐in‐Charge and as per the note(s) below.Notes:1. The rail shall be cut true to vertical;2.Therailshallbecutfortheentiredepth.BreakingofpartlycutrailbyJimCroworbyanyothermeans isnotpermitted.Thecostof250mm lengthof rail at the rateof railsason thedateofawardofwork(rateascirculatedbyRly.Board)shallberecoveredfromthecontractorincaseapartlycutrailisbroken.
Quantity
Rate
Unit
Amount
300.00
98.00
1NUMBER
25,872.00
(RupeesNinetyEight)
Contractor's%:‐12Discount:0
10
PWNB‐027
(i)Drillingof32mm/28mm/26.5mmdia.fishboltholesin60kg/52kg/90Rrailsatcorrectlocation using proper template and perpendicular to the face of rail without rail traffic blockduring day / night with contractor's rail drilling machine and contractors drill bits and;(ii) Chamfering the drilled hole properly with a chamfering tool.Allof theaboveshallbeexecutedwithcontractor's skilledpersonnel, toolsandplant,vehicles,machinery,fuel,consumables,loading,unloadingwithallincidentalchargesandinallkindsof
weather conditions and site conditions including crossing of tracks wherever required dulyobserving all safety precautions and including all lead, ascent, descent, taxes, duties, cess,surcharges, fees etc. completely as per the special conditions / specifications / regulations, asdirected by the Engineer‐in‐Charge and as per the note(s) below.Note:No payment shall be made if the bolt hole is not properly chamfered with a chamfering toolimmediatelyafterdrillingitbeforepassageoftrainovertherailinwhichtheholeisdrilled.
Quantity
Rate
Unit
Amount
1800.00
57.00
1NUMBER
90,288.00
(RupeesFiftySeven)
Contractor's%:‐12Discount:0
11
PWNB‐030
(i)Fixingguardrailsonbridgeswith60kg/52kg/90Rrails(suppliedbyRailways)aspertheprovisionsofIRPWMwithoutrailtrafficblockduringday/nightincludingcuttingandbendingofrails with all fittings and fastenings and drilling of holes in PSC sleepers (if necessary) withcontractors drilling machine and contractors drill bits;(ii) FixingRailwayswoodennoseblocks at the endsof guard rails on either endof thebridgeincluding fixing grip expansion bolts and nuts, M.S. clips, washers etc.Allof theaboveshallbeexecutedwithcontractor's skilledpersonnel, toolsandplant,vehicles,machinery, fuel,consumables, loading,unloadingwithall incidentalchargesand inallkindsofweather conditions and site conditions including crossing of tracks wherever required dulyobserving all safety precautions and including all lead, ascent, descent, taxes, duties, cess,surcharges, fees etc. completely as per the special conditions / specifications / regulations, asdirected by the Engineer‐in‐Charge and as per the note(s) below.Note:Drillingofholesinsleepers(ifexecuted)shallbepaidseparately.
Quantity
Rate
Unit
Amount
700.00
333.00
1trackmetre
2,05,128.00
(RupeesThreeHundredandThirtyThree)
Contractor's%:‐12Discount:0
12
PWNB‐031
Fabricatingandfixingof60kg/52kg/90Rcheckrailsforlevelcrossing/trolleypath(includingbendingintoshapeandcuttingthebottomflangesofrailwhereverrequired)tocorrectalignmentand level without rail traffic block during day / night with Railways fittings and fasteningsincludingdrillingholes in rails (paidseparately) for fixingLCbracketsanddrilling16mmdia.holesinPSCsleepersforfixingcheckrailswithalloperationssuchascutting,bendingtherailstopropersizeandfixingRailways/contractorsgripexpansionbolts&nuts140mm/150mmlong(paidseparatelyifsuppliedbythecontractor)withcontractor'sskilledpersonnel,toolsandplant,vehicles,machinery, fuel, consumables, loading,unloadingwithall incidentalchargesand inallkindsofweatherconditionsandsiteconditionsincludingcrossingoftrackswhereverrequiredduly observing all safety precautions and including all lead, ascent, descent, taxes, duties, cess,surcharges, fees etc. completely as per the special conditions / specifications / regulations, asdirected by the Engineer‐in‐Charge and as per the note(s) below.Notes:1.Gripexpansionbolts&nutsshallbepaidseparatelyunderrelevantitemiftheyaresuppliedbythe contractor;2. Measurement shall be made up to end of flare of check rails;3. Separate payment shall be made for drilling holes in rails;
4. Drilling holes in sleepers is a part of this item and the rate is inclusive of it;5.Makingholes in railsusinggas flame isnotat allpermitted. If theholesaremadeusinggasflame,thecostof250mmlongrailforeachsuchholeattherateofrailsasonthedateofawardofwork(rateascirculatedbyRly.Board)shallberecoveredfromthecontractor.
Quantity
Rate
Unit
Amount
30.00
537.00
1trackmetre
14,176.80
(RupeesFiveHundredandThirtySeven)
Contractor's%:‐12Discount:0
13a
PWNB‐035a
(i) Carrying out pre‐tamping / post‐tamping operationswithout rail traffic block during day /nightpriorto/during/aftermachinepacking/dynamicstabilizationbyvarioustrackmachinesof track laid with any rails to any sleeper density including points and crossing zones of anylayout (additional payment shall bemade for the track in points and crossings zone as givenbelow) byprovidingaminimumof10 (ten)persons(at siteorat thebasestationasdirectedeveryday)‐readjustmentofballast,heapingupofballast,fillingupofcavitiesinthetampingzoneby picking ballast from stacks / shoulders / crib to ensure effective packing as the machinemoves,squaringofsleepers,re‐fixingofdisturbedfittingsandrecoupmentofbrokenfittingswithRailwaysfittings‐ERclips,liners&rubberpads,clearingof ballastonsleepersasthemachinemovestomakethetopsurfacesofsleepersvisibletomachineoperator,clearingofballastoverthefootofboththerailstofacilitateholdingofrailsbytherollersofthemachine,neatdressingandprofilingofballastwhereverrequiredwithproperconsolidationofballastbetweensleepersafter the machine working and;(ii)Assistingtrackmachineoperator(s)/trackmachinemaintainer(s)inroutinemaintenanceofthemachine(whilethemachineisatthebasestation)byproviding3(three)personseachdayatthe base station of the machine.All of the above shall be executed with contractor's skilled personnel sufficient in number asdetailedbelow,toolsandplant,vehicles,machinery,fuel,consumables,loading,unloadingwithallincidentalchargesandinallkindsofweatherconditionsandsiteconditionsincludingcrossingoftracks wherever required duly observing all safety precautions and including all lead, ascent,descent, taxes, duties, cess, surcharges, fees etc. completely as per the special conditions /specifications/regulations,asdirectedbytheEngineer‐in‐Chargeandasperthenote(s)below.Notes:1Fortrackinpoints&crossingsportion(ofanylayout)50%extrashallbepaid.i.e.thequantityrecorded shall be more by 50%;2 The payment is made in 4 (four) stages as given below in the same order;3Aminimumof13(thirteen)personsshallbearrangedforthework.Ifnotampingoperationisperformed on a day, the 10 (ten) persons deployed can perform pre‐tamping and / or post‐tamping operations as directed and the other 3 (three) can assist in the maintenance of themachine;4Incasethenumberofpersonsdeployedislessthantheabove,nopaymentshallbemadeforthat stretch;5Thedurationofworkingofthepersonnelisapproximately10(ten)hoursaday,thoughitmayvary on specific days depending upon the requirement;6Duringintensiveworking,ifmachinetampingisadoptedformorenumberofhoursinadayandthe number of hours required for pre‐tamping, post‐tamping and tamping operations puttogether ismore than10 (ten) in aday, a separate set of personnel shall bedeputedwith theapprovalofDy.CE‐in‐chargeinwriting.Insuchacaseoneandahalftimesordoublethepaymentshall bemade (by recording one anda half times or double the quantity on the sameday), asdecidedbytheDy.CE‐in‐chargedependinguponthenumberofhourstheadditionalset
ofstaffisrequiredtowork.Oneandahalftimesthequantityshallberecordediftheadditionalnumberofhoursismorethan1(one)andupto5(five)anddoublethequantityshallberecordedif the additional number of hours is more than 5 (five);7Thesiteof tampingcouldchangeeveryday/everyhour.Thebasestationcouldchangeafterevery few days. The personnel shall be present at the site ofwork / base station as specifiedaccordingly;8Allpreliminaryoperations ina stretchshallbe completedwellbefore the commencementoftamping operation. All post‐tamping operations shall be completed immediately after thetampingoperationinastret
Quantity
Rate
Unit
Amount
1500.00
6.55
1trackmetre
8,646.00
(RupeesSixAndPaiseFiftyFive)
Contractor's%:‐12Discount:0
13b
PWNB‐035b
(i) Carrying out pre‐tamping / post‐tamping operationswithout rail traffic block during day /nightpriorto/during/aftermachinepacking/dynamicstabilizationbyvarioustrackmachinesof track laid with any rails to any sleeper density including points and crossing zones of anylayout (additional payment shall bemade for the track in points and crossings zone as givenbelow) byprovidingaminimumof10 (ten)persons(at siteorat thebasestationasdirectedeveryday)‐readjustmentofballast,heapingupofballast,fillingupofcavitiesinthetampingzoneby picking ballast from stacks / shoulders / crib to ensure effective packing as the machinemoves,squaringofsleepers,re‐fixingofdisturbedfittingsandrecoupmentofbrokenfittingswithRailwaysfittings‐ERclips,liners&rubberpads,clearingof ballastonsleepersasthemachinemovestomakethetopsurfacesofsleepersvisibletomachineoperator,clearingofballastoverthefootofboththerailstofacilitateholdingofrailsbytherollersofthemachine,neatdressingandprofilingofballastwhereverrequiredwithproperconsolidationofballastbetweensleepersafter the machine working and;(ii)Assistingtrackmachineoperator(s)/trackmachinemaintainer(s)inroutinemaintenanceofthemachine(whilethemachineisatthebasestation)byproviding3(three)personseachdayatthe base station of the machine.All of the above shall be executed with contractor's skilled personnel sufficient in number asdetailedbelow,toolsandplant,vehicles,machinery,fuel,consumables,loading,unloadingwithallincidentalchargesandinallkindsofweatherconditionsandsiteconditionsincludingcrossingoftracks wherever required duly observing all safety precautions and including all lead, ascent,descent, taxes, duties, cess, surcharges, fees etc. completely as per the special conditions /specifications/regulations,asdirectedbytheEngineer‐in‐Chargeandasperthenote(s)below.Notes:1Fortrackinpoints&crossingsportion(ofanylayout)50%extrashallbepaid.i.e.thequantityrecorded shall be more by 50%;2 The payment is made in 4 (four) stages as given below in the same order;3Aminimumof13(thirteen)personsshallbearrangedforthework.Ifnotampingoperationisperformed on a day, the 10 (ten) persons deployed can perform pre‐tamping and / or post‐tamping operations as directed and the other 3 (three) can assist in the maintenance of themachine;4Incasethenumberofpersonsdeployedislessthantheabove,nopaymentshallbemadeforthat stretch;5Thedurationofworkingofthepersonnelisapproximately10(ten)hoursaday,thoughitmayvary on specific days depending upon the requirement;
6Duringintensiveworking,ifmachinetampingisadoptedformorenumberofhoursinadayandthe number of hours required for pre‐tamping, post‐tamping and tamping operations puttogether ismore than10 (ten) in aday, a separate set of personnel shall bedeputedwith theapprovalofDy.CE‐in‐chargeinwriting.Insuchacaseoneandahalftimesordoublethepaymentshall bemade (by recording one anda half times or double the quantity on the sameday), asdecidedbytheDy.CE‐in‐chargedependinguponthenumberofhourstheadditionalsetofstaffisrequiredtowork.Oneandahalftimesthequantityshallberecordediftheadditionalnumberofhours ismore than1 (one)andup to5 (five) anddouble thequantity shallbe recorded if theadditional number of hours is more than 5 (five);7Thesiteof tampingcouldchangeeveryday/everyhour.Thebasestationcouldchangeafterevery few days. The personnel shall be present at the site ofwork / base station as specifiedaccordingly;8Allpreliminaryoperations ina stretchshallbe completedwellbefore the commencementoftamping operation. All post‐tamping operations shall be completed immediately after thetampingoperationinastret
Quantity
Rate
Unit
Amount
1500.00
5.25
1trackmetre
6,930.00
(RupeesFiveAndPaiseTwentyFive)
Contractor's%:‐12Discount:0
13c
PWNB‐035c
(i) Carrying out pre‐tamping / post‐tamping operationswithout rail traffic block during day /nightpriorto/during/aftermachinepacking/dynamicstabilizationbyvarioustrackmachinesof track laid with any rails to any sleeper density including points and crossing zones of anylayout (additional payment shall bemade for the track in points and crossings zone as givenbelow) byprovidingaminimumof10 (ten)persons(at siteorat thebasestationasdirectedeveryday)‐readjustmentofballast,heapingupofballast,fillingupofcavitiesinthetampingzoneby picking ballast from stacks / shoulders / crib to ensure effective packing as the machinemoves,squaringofsleepers,re‐fixingofdisturbedfittingsandrecoupmentofbrokenfittingswithRailwaysfittings‐ERclips,liners&rubberpads,clearingof ballastonsleepersasthemachinemovestomakethetopsurfacesofsleepersvisibletomachineoperator,clearingofballastoverthefootofboththerailstofacilitateholdingofrailsbytherollersofthemachine,neatdressingandprofilingofballastwhereverrequiredwithproperconsolidationofballastbetweensleepersafter the machine working and;(ii)Assistingtrackmachineoperator(s)/trackmachinemaintainer(s)inroutinemaintenanceofthemachine(whilethemachineisatthebasestation)byproviding3(three)personseachdayatthe base station of the machine.All of the above shall be executed with contractor's skilled personnel sufficient in number asdetailedbelow,toolsandplant,vehicles,machinery,fuel,consumables,loading,unloadingwithallincidentalchargesandinallkindsofweatherconditionsandsiteconditionsincludingcrossingoftracks wherever required duly observing all safety precautions and including all lead, ascent,descent, taxes, duties, cess, surcharges, fees etc. completely as per the special conditions /specifications/regulations,asdirectedbytheEngineer‐in‐Chargeandasperthenote(s)below.Notes:1Fortrackinpoints&crossingsportion(ofanylayout)50%extrashallbepaid.i.e.thequantityrecorded shall be more by 50%;2 The payment is made in 4 (four) stages as given below in the same order;3Aminimumof13(thirteen)personsshallbearrangedforthework.Ifnotampingoperationisperformed on a day, the 10 (ten) persons deployed can perform pre‐tamping and / or post‐tamping operations as directed and the other 3 (three) can assist in the maintenance of themachine;
4Incasethenumberofpersonsdeployedislessthantheabove,nopaymentshallbemadeforthat stretch;5Thedurationofworkingofthepersonnelisapproximately10(ten)hoursaday,thoughitmayvary on specific days depending upon the requirement;6Duringintensiveworking,ifmachinetampingisadoptedformorenumberofhoursinadayandthe number of hours required for pre‐tamping, post‐tamping and tamping operations puttogether ismore than10 (ten) in aday, a separate set of personnel shall bedeputedwith theapprovalofDy.CE‐in‐chargeinwriting.Insuchacaseoneandahalftimesordoublethepaymentshall bemade (by recording one anda half times or double the quantity on the sameday), asdecidedbytheDy.CE‐in‐chargedependinguponthenumberofhourstheadditionalsetofstaffisrequiredtowork.Oneandahalftimesthequantityshallberecordediftheadditionalnumberofhours ismore than1 (one)andup to5 (five) anddouble thequantity shallbe recorded if theadditional number of hours is more than 5 (five);7Thesiteof tampingcouldchangeeveryday/everyhour.Thebasestationcouldchangeafterevery few days. The personnel shall be present at the site ofwork / base station as specifiedaccordingly;8Allpreliminaryoperations ina stretchshallbe completedwellbefore the commencementoftamping operation. All post‐tamping operations shall be completed immediately after thetampingoperationinastret
Quantity
Rate
Unit
Amount
1500.00
6.85
1trackmetre
9,042.00
(RupeesSixAndPaiseEightyFive)
Contractor's%:‐12Discount:0
13d
PWNB‐035d
(i) Carrying out pre‐tamping / post‐tamping operationswithout rail traffic block during day /nightpriorto/during/aftermachinepacking/dynamicstabilizationbyvarioustrackmachinesof track laid with any rails to any sleeper density including points and crossing zones of anylayout (additional payment shall bemade for the track in points and crossings zone as givenbelow) byprovidingaminimumof10 (ten)persons(at siteorat thebasestationasdirectedeveryday)‐readjustmentofballast,heapingupofballast,fillingupofcavitiesinthetampingzoneby picking ballast from stacks / shoulders / crib to ensure effective packing as the machinemoves,squaringofsleepers,re‐fixingofdisturbedfittingsandrecoupmentofbrokenfittingswithRailwaysfittings‐ERclips,liners&rubberpads,clearingof ballastonsleepersasthemachinemovestomakethetopsurfacesofsleepersvisibletomachineoperator,clearingofballastoverthefootofboththerailstofacilitateholdingofrailsbytherollersofthemachine,neatdressingandprofilingofballastwhereverrequiredwithproperconsolidationofballastbetweensleepersafter the machine working and;(ii)Assistingtrackmachineoperator(s)/trackmachinemaintainer(s)inroutinemaintenanceofthemachine(whilethemachineisatthebasestation)byproviding3(three)personseachdayatthe base station of the machine.All of the above shall be executed with contractor's skilled personnel sufficient in number asdetailedbelow,toolsandplant,vehicles,machinery,fuel,consumables,loading,unloadingwithallincidentalchargesandinallkindsofweatherconditionsandsiteconditionsincludingcrossingoftracks wherever required duly observing all safety precautions and including all lead, ascent,descent, taxes, duties, cess, surcharges, fees etc. completely as per the special conditions /specifications/regulations,asdirectedbytheEngineer‐in‐Chargeandasperthenote(s)below.Notes:1Fortrackinpoints&crossingsportion(ofanylayout)50%extrashallbepaid.i.e.thequantityrecorded shall be more by 50%;2 The payment is made in 4 (four) stages as given below in the same order;
3Aminimumof13(thirteen)personsshallbearrangedforthework.Ifnotampingoperationisperformed on a day, the 10 (ten) persons deployed can perform pre‐tamping and / or post‐tamping operations as directed and the other 3 (three) can assist in the maintenance of themachine;4Incasethenumberofpersonsdeployedislessthantheabove,nopaymentshallbemadeforthat stretch;5Thedurationofworkingofthepersonnelisapproximately10(ten)hoursaday,thoughitmayvary on specific days depending upon the requirement;6Duringintensiveworking,ifmachinetampingisadoptedformorenumberofhoursinadayandthe number of hours required for pre‐tamping, post‐tamping and tamping operations puttogether ismore than10 (ten) in aday, a separate set of personnel shall bedeputedwith theapprovalofDy.CE‐in‐chargeinwriting.Insuchacaseoneandahalftimesordoublethepaymentshall bemade (by recording one anda half times or double the quantity on the sameday), asdecidedbytheDy.CE‐in‐chargedependinguponthenumberofhourstheadditionalsetofstaffisrequiredtowork.Oneandahalftimesthequantityshallberecordediftheadditionalnumberofhours ismore than1 (one)andup to5 (five) anddouble thequantity shallbe recorded if theadditional number of hours is more than 5 (five);7Thesiteof tampingcouldchangeeveryday/everyhour.Thebasestationcouldchangeafterevery few days. The personnel shall be present at the site ofwork / base station as specifiedaccordingly;8Allpreliminaryoperations ina stretchshallbe completedwellbefore the commencementoftamping operation. All post‐tamping operations shall be completed immediately after thetampingoperationinastret
Quantity
Rate
Unit
Amount
1500.00
6.35
1trackmetre
8,382.00
(RupeesSixAndPaiseThirtyFive)
Contractor's%:‐12Discount:0
14
PWNB‐036
(i)Dismantling existingBG track on 52 kg / 90R rails on any sleepers at any sleeper densitywithout rail traffic blockduly removing all available fittings and fastenings such as fishplates,checkrails,guardrails,tieangles,footpathplates,hookboltsetc.(ifany),levellingofballasttocorrect profile as directed during day /night and;(ii)TransportingreleasedsleepersotherthanPSC(forPSCsleepersthespecificationinthenotebelow applies) and all released fastenings etc. to the specified P Way stores depot dulysegregating and stacking at specified location(s) in a neat and countable manner.Allof theaboveshallbeexecutedwithcontractor's skilledpersonnel, toolsandplant,vehicles,machinery, fuel, consumables, loading, unloadingwith all incidental charges and in all kindsofweather conditions and site conditions including crossing of tracks wherever required dulyobserving all safety precautions and including all lead, ascent, descent, taxes, duties, cess,surcharges, fees etc. completely as per the special conditions / specifications / regulations, asdirected by the Engineer‐in‐Charge and as per the note(s) below.Note:1. The rate quoted above shall also include transportation of released rails, switches andcrossings to the nearest station and stacked at a location with road approach;2.IncasethelayoutisonPSCsleepers,theyneednotbecarriedtoPWaydepotbuttheyhavetoneatly stacked at the specified location in the nearest yard;3. A detailed joint inventory shall be taken jointly by Railway representative and contractorsauthorizedrepresentativebeforethecommencementoftheabovework.
FixingofwoodendistanceblockbetweenplatformwallandrailwebbysawingRailway'swoodensleeperintoblocksofspecifiedsizewithoutrailtrafficblockincludingleadingofsleeperfromP.Way depot to site of work with contractor's skilled personnel, tools and plant, vehicles,machinery, fuel,consumables, loading,unloadingwithall incidentalchargesand inallkindsofweather conditions and site conditions including crossing of tracks wherever required dulyobserving all safety precautions and including all lead, ascent, descent, taxes, duties, cess,surcharges,feesetc.completelyasperthespecialconditions/specifications/regulationsandasdirectedbytheEngineer‐in‐Charge.
Quantity
Rate
Unit
Amount
20.00
235.00
1NUMBER
4,136.00
(RupeesTwoHundredandThirtyFive)
Contractor's%:‐12Discount:0
16
PWNB‐048
GreasingofRail gauge faceof outer rail onB.G. track in sharp curveswithout rail traffic blockwithcontractor'ssupplyof greaseno.0,graphited(conformingtoIS:408‐1981andprocuredfrom RDSO approved firms) with contractor's skilled personnel, tools and plant, vehicles,machinery, fuel, consumables, loading, unloadingwith all incidental charges and in all kindsofweather conditions and site conditions including crossing of tracks wherever required dulyobserving all safety precautions and including all lead, ascent, descent, taxes, duties, cess,surcharges, feesetc. completelyas per thespecial conditions/specifications/regulations ,asdirected by the Engineer‐in‐Charge and as per the note(s) below.Note:Theunitofpaymentisrunningmetreofouterrailofcurves.
Quantity
Rate
Unit
Amount
1700.00
36.00
1METRE
53,856.00
(RupeesThirtySix)
Contractor's%:‐12Discount:0
17
PWNB‐049
(i)Dressingupofformationwithoutrailtrafficblockdulymakinggoodundulations/holes/rainwater cuts / spots damaged by movement of road vehicles, stacked materials etc. withcontractor's earth (of categories specified in RDSOs specification for earthworkG‐1 and fromapprovedearthquarriesobtained fromoutsideRailwayboundary) in layersnotexceeding150mm thick, dressing to proper slope including completely removing debris on the top and sideslopes of formation,completely removing vegetation / shrubs along with roots on the top offormationduly dressing up the area of removal of debris / vegetation and;(ii) Consolidation by hand rammers / mechanical rammers.Allof theaboveshallbeexecutedwithcontractor's skilledpersonnel, toolsandplant,vehicles,machinery, fuel, consumables, loading, unloadingwith all incidental charges and in all kindsofweather conditions and site conditions including crossing of tracks wherever required dulyobserving all safety precautions and including all lead, ascent, descent, taxes, duties, cess,surcharges,feesetc.completelyasperthespecialconditions/specifications/regulationsandasdirectedbytheEngineer‐in‐Charge.
(i) Painting of in‐service rails and other components without rail traffic block with two coatsusing brush after proper cleaning and surface preparation with contractor's anti‐corrosivebituminousblackpaintconformingtoIS:9862‐1981toathicknessof100micronspereachcoaton gauge face sides of both rails (i.e.web and sides& slopes of top and bottom flanges) and;(ii) Painting of exposed areas of ERCs, liners and outer surface ofMCI inserts of PSC sleeper.Allof theaboveshallbeexecutedwithcontractor's skilledpersonnel, toolsandplant,vehicles,machinery, fuel, consumables, loading, unloadingwith all incidental charges and in all kindsofweather conditions and site conditions including crossing of tracks wherever required dulyobserving all safety precautions and including all lead, ascent, descent, taxes, duties, cess,surcharges, fees etc. completely as per the special conditions / specifications / regulations, asdirected by the Engineer‐in‐Charge and as per the note(s) below.Notes:1.Bottomsurfaces,topsurfacesandnongaugefacesofboththerailsneednotbepainted(exceptinthecasementionedbeloworunlessinstructedotherwise).Therateexcludespaintingofthesesurfaces;2.Instationyardsorinotherlocationswherespecificallyinstructed,thepaintingshallbecarriedoutongaugefaceandonnon‐gaugefacealsoanddoublethepaymentshallbemade.Inthiscase,the rate remains the same and double the quantity of the item shall be recorded.(a)For60(sixty)kgrailsatasleeperdensityof1660(onethousandsixhundredandsixty)perkm
Quantity
Rate
Unit
Amount
1350.00
39.00
1trackmetre
46,332.00
(RupeesThirtyNine)
Contractor's%:‐12Discount:0
19
PWNB‐051
(i)ManufacturingandsupplyingPre‐castR.C.C.kilometrepost/LWRPost/GangBoardPost/GradientPost/anyotherpost800mmwide1050mmhighand64mmthick(actualheightandprofile varies as per the specified drawing for the requiredR.C.C. post) duly castingwithM25grade cement concrete with contractor's reinforcement steel, 20 mm graded granite coarseaggregate, fine aggregate, cement etc. using vibrators;(ii) Transporting to the site of fixing;(iii)Fixingthepostwithoutrailtrafficblockdulyexcavatinginalltypesofsoilsapitofsize300mmX300mmX600mm,concretingwithalevellingbasecourseofC.C.1:3:6mixandfillingtheentire trench with M25 grade cement concrete with contractor's supply of cement (OPC 53grade),20mmgradedgranitecoarseaggregate, fineaggregateetc.dulyembeddingtheprecastpost and compacting the concrete with vibrator and;(iv)Painting the required informationwith contractorsenamelpaintof retro‐reflective typeofapprovedqualityandcolourinaprofessionalmannerwithfontsizeasdirecteddulymeasuring(whereverapplicableanddirected)thedistance(toanaccuracyof10cm)betweenthelocationofthe post and the centre line of the nearest station or any other nearer location as directed.Allof theaboveshallbeexecutedwithcontractor's skilledpersonnel, toolsandplant,vehicles,machinery, fuel, consumables, loading, unloadingwith all incidental charges and in all kindsofweather conditions and site conditions including crossing of tracks wherever required dulyobserving all safety precautions and including all lead, ascent, descent, taxes, duties, cess,surcharges, fees etc. completely as per the special conditions / specifications / regulations, asdirected by the Engineer‐in‐Charge and as per the note(s) below.Notes:1.Theheightofthepostandthedepthofpitgivenareapproximate.Theactualheightvaries
(less than or more than that specified above up to a maximum of 40%) for different postsmentioned above and hence the depth of the pit. The rate is the same for all;2. The rate includes measurement (wherever applicable and directed) of the distance (to anaccuracyof10cm)betweenthelocationofthepostandthecentrelineoftheneareststationorany other nearer location as directed;3. The post shall be firmly fixed so that it shall not get unintentionally disturbed during tracklinking/tamping/othermaintenanceoperations.
Quantity
Rate
Unit
Amount
6.00
1,440.00
1NUMBER
7,603.20
(RupeesOneThousandFourHundredandForty)
Contractor's%:‐12Discount:0
20
PWNB‐052
(i)CastingandsupplyingofprecastR.C.C.hectometrepostaspertherelevantdrawingwithoutrail trafficblockdulycastingwithM25gradecementconcretewith contractor's reinforcementsteel, 20 mm graded granite coarse aggregate, fine aggregate, cement etc. using vibrators;(ii) Transporting to the site of fixing;(iii)Fixingbyexcavatinginalltypesofsoilsapitofsize300mmX300mmX450mm,concretingwithalevellingbasecoursewithC.C.1:3:6mix,fillingtheentiretrenchwithM25gradecementconcrete with contractor's supply of cement (OPC 53 grade), 20 mm graded granite coarseaggregate, fine aggregate etc. duly embedding the precast post, compacting the concrete withvibrator and;(iv) Painting the required information (including distance) with contractors enamel paint ofretro‐reflective typeof approvedquality andcolour in aprofessionalmannerwith font size asdirecteddulymeasuringthedistance(toanaccuracyof10cm)betweenthelocationofthepostand the centre line of the nearest station or any other nearer location as directed.Allof theaboveshallbeexecutedwithcontractor's skilledpersonnel, toolsandplant,vehicles,machinery, fuel, consumables, loading, unloadingwith all incidental charges and in all kindsofweather conditions and site conditions including crossing of tracks wherever required dulyobserving all safety precautions and including all lead, ascent, descent, taxes, duties, cess,surcharges, fees etc. completely as per the special conditions / specifications / regulations, asdirected by the Engineer‐in‐Charge and as per the note(s) below.Notes:1.Therateincludesmeasurementofthedistance(toanaccuracyof10cm)betweenthelocationof the post and the centre line of the nearest station or anyother nearer location as directed;2. The post shall be firmly fixed so that it shall not get unintentionally disturbed during tracklinking/tamping/othermaintenanceoperations.
(i)ManufacturingandSupplyingSEJReferenceBoard/CurveBoard/GangLimitBoard/Points& Crossing Board / LWR Board of size 900 mm x 600 mm as per approved drawing withcontractor'sM.S.Sheetofthickness3.15mmandM.S.Anglesofsize50mmX50mmX6mmattop&bottomoftheplate,M.S.anglesofsize75mmX75mmX8mmandlength1.20monthesides;(ii) Transporting the board to the site of fixing;(iii)Fixingtheboardwithoutrailtrafficblockdulyexcavatinginalltypesofsoilsapitofsize30cmX30cmX60cm,placing inpositionwithverticalM.S.angleposts0.6mbelowGL&0.6maboveGLinM25gradecementconcretebyfillingtheentiretrenchwithconcretedulyembeddingthe vertical angle posts and compacting the concretewith vibratorwith contractors supply ofcement (OPC 53 grade), 20 mm graded granite coarse aggregate, fine aggregate etc. and;(iv)Paintingtwocoatsoveronecoatofprimerontheboardsandangleswithapprovedqualityandcolourofenamelpaintandpaintingtherequiredinformationinaprofessionalmannerwithfont size as directed.All of the above shall be executedwith contractors skilledpersonnel, tools andplant, vehicles,machinery, fuel, consumables, loading, unloadingwith all incidental charges and in all kindsofweather conditions and site conditions including crossing of tracks wherever required dulyobserving all safety precautions and including all lead, ascent, descent, taxes, duties, cess,surcharges, fees etc. completely as per the special conditions / specifications / regulations, asdirected by the Engineer‐in‐Charge and as per the note(s) below.Note:Thelengthofverticalpostsmentionedas1.20misapproximateandmayincreaseaccordingtothesiteconditions.Therateisthesameforanyincreaseupto1.50minlength.
Quantity
Rate
Unit
Amount
8.00
900.00
1NUMBER
6,336.00
(RupeesNineHundred)
Contractor's%:‐12Discount:0
22
PWNB‐057
(i)Fixingof52kg/90Rrail900mmto1500mmlong(suppliedbyRailway)forreferencepillarsofSEJwithoutrailtrafficblockincludingcuttingofrailpiecetotherequiredlengthorcuttingalongerrailintopiecesofrequiredlengthdulyhandlingit,earthworkinexcavationinalltypesofsoilsoftrench30cmX30cminareawithadepthequalto50%oflengthofrail,placing50%ofthelengthofrailaboveGLand50%ofthelengthofrailbelowGLinthetrench,fillingtheentiretrenchwithM25gradecementconcretedulyembeddingtherailpiece,compactingtheconcretewith vibrator, chisel marking on top of rail post and;(ii) Painting on the rail post the specified details in a professional manner with font size asdirectedwith contractors enamel paint of retro‐reflective type of approvedquality and colour.Allof theaboveshallbeexecutedwithcontractor's skilledpersonnel, toolsandplant,vehicles,machinery, fuel, consumables, loading, unloadingwith all incidental charges and in all kindsofweather conditions and site conditions including crossing of tracks wherever required dulyobserving all safety precautions and including all lead, ascent, descent, taxes, duties, cess,surcharges, fees etc. completely as per the special conditions / specifications / regulations, asdirected by the Engineer‐in‐Charge and as per the note(s) below.Note:Thelengthofrailshallbeaspertherequirementatsiteas directedbytheEngineer‐in‐Charge.
(i)ManufacturingofRetro‐reflectiveboard‐ CautionIndicator/Stopindicator/Speedindicator/WhistleBoard/anyotherboardwith1.50mmthickMSplateandMSplatestiffenersonM.S.Tangles 75mm x 75mm x 6mm and 4.75m long approximately as per the specified drawingincludingcutting,drillingholesintheangles,providingholdfasts,boltsandnutswithwashersofrequired size, bolting, welding and;(ii)Paintingtheangleswithcolourbandsofspecifiedcoloursoveronecoatofprimerasperthespecified size andpainting on theM.S. plate the required parameters in specified colour(s) onspecified background colour(s) in a professional manner with font size as directed withcontractors retro‐reflective enamel paints of approved quality over one coat of primer and;(iii) Supplying the board.Allof theaboveshallbeexecutedwithcontractor's skilledpersonnel, toolsandplant,vehicles,machinery, fuel, consumables, loading, unloadingwith all incidental charges and in all kindsofweather conditions and site conditions including crossing of tracks wherever required dulyobserving all safety precautions and including all lead, ascent, descent, taxes, duties, cess,surcharges, fees etc. completely as per the special conditions / specifications / regulations, asdirected by the Engineer‐in‐Charge and as per the note(s) below.Note:ThelengthofanglesgivenisapproximateandmayvaryaspersiteconditionasdirectedbytheEngineer‐in‐Charge.Therateisthesameforanyadditionalrequirementuptoamaximumof2.0madditionallength.
Quantity
Rate
Unit
Amount
6.00
4,000.00
1NUMBER
21,120.00
(RupeesFourThousand)
Contractor's%:‐12Discount:0
24
PWNB‐061
Paintingwith contractors enamel paint of retro‐reflective type of approved quality and colourandwriting intwocoats(overonecoatofprimer)onthegaugefaceofouterrail thedetailsofcurve, super elevation, station nos., versines and any other details as specified etc. in aprofessionalmannerwithfontsizeasdirectedwithoutrailtrafficblockwithcontractor'sskilledpersonnel, tools and plant, vehicles, machinery, fuel, consumables, loading, unloading with allincidentalchargesandinallkindsofweatherconditionsandsiteconditionsincludingcrossingoftracks wherever required duly observing all safety precautions and including all lead, ascent,descent, taxes, duties, cess, surcharges, fees etc. completely as per the special conditions /specifications/regulations,asdirectedbytheEngineer‐in‐Chargeandasperthenote(s)below.Note:PaintingofallthedetailsofonecurveStationiscountedasonenumber.
Quantity
Rate
Unit
Amount
150.00
74.00
1NUMBER
9,768.00
(RupeesSeventyFour)
Contractor's%:‐12Discount:0
25
PWNB‐063
(i)Casting75mmthickR.C.C.precastslabofsize1000mmx300mmtoretainballastattheapproachesofmajorbridges/atanyotherspecifiedlocationasperthespecifieddrawingwithM25gradecementconcretewithcontractors supplyof cement (OPC53grade),20mmgradedgranite coarse aggregate, fine aggregate etc.;(ii) Fixing railway's rails supplied at depot / yard / mid section duly cutting the rails intospecifiedlengthsandtransportingthemtosite,drivingrailsatthespecifiedspacingintogroundfirmly and;(iii) Fixing the slab duly supporting it laterally on the rails fixed as above.
Allof theaboveshallbeexecutedwithcontractor's skilledpersonnel, toolsandplant,vehicles,machinery, fuel, consumables, loading, unloadingwith all incidental charges and in all kindsofweather conditions and site conditions including crossing of tracks wherever required dulyobserving all safety precautions and including all lead, ascent, descent, taxes, duties, cess,surcharges, fees etc. completely as per the special conditions / specifications / regulations, asdirectedbytheEngineer‐in‐Charge.
Quantity
Rate
Unit
Amount
160.00
1,052.00
1M
1,48,121.60
(RupeesOneThousandFiftyTwo)
Contractor's%:‐12Discount:0
26
PWNB‐066
RemovalexistingERCjammedinMCIinsertofPSCsleeperwithoutrailtrafficblockdulyheatingthewithcontractor'sheatingequipmentwithoutbreakingthesleeperandre‐fixingtheERCbackduly greasing with contractors grease no. 0, graphited (conforming to IS: 408 ‐ 1981 andprocured from RDSO approved firms) with contractor's skilled personnel, tools and plant,vehicles,machinery, fuel, consumables, loading,unloadingwithall incidentalchargesand inallkindsofweatherconditionsandsiteconditions includingcrossingof trackswhereverrequiredduly observing all safety precautions and including all lead, ascent, descent, taxes, duties, cess,surcharges, fees etc. completely as per the special conditions / specifications / regulations, asdirected by the Engineer‐in‐Charge and as per the note(s) below.Note:If jammedERCsare removedwhile executinganyother itemof this schedule,payment for thesameshallbemadeunderthisitem.
Quantity
Rate
Unit
Amount
2500.00
20.00
1NUMBER
44,000.00
(RupeesTwenty)
Contractor's%:‐12Discount:0
27
PWNB‐074
Providing a group of 6 (six)multi‐skilledmen (two possessing theworking knowledge of thework of a blacksmith, one possessing theworking knowledge of thework of a carpenter, onepossessing the working knowledge of the work of a painter and two possessing the workingknowledgeoftheworkofagardener)toassistinthemovementof/topush/topull/tolift/tolower/toshift/toclean/tocarryoutdailymaintenanceofmotor‐trolley/push‐trolleyloadedwithinspectingofficials,supportingstaffandotherpettymaterialontrack(runningline/non‐runningline)withoutrailtrafficblockinlevel/onupgradient/ondowngradient,toperformtheworkofblacksmith/carpenter/painter/gardener(asgivenbelow)asandwhenrequiredortoattendanyotherdirectly/ indirectlyrelated/associatedwork(s)connectedwithrailwayworkingasassignedfromtimetotimeduringday/nightforaperiodnormallynotexceeding10(ten)hours inadaywithall incidental chargesand inall kindsofweather conditionsand siteconditions includingcrossingof trackswhereverrequireddulyobservingallsafetyprecautionsandincludingalltaxes,duties,cess,surcharges,feesetc.completelyasperthespecialconditions/specifications/regulations,asdirectedbytheEngineer‐in‐Chargeandasperthenote(s)below.Notes:1.Outofthe6(six)multi‐skilledpersons,2(two)personsshallbeabletoperformtheworkofblacksmith,1(one)personshallbeabletoperformtheworkofcarpenter,1(one)personshallbeable toperform theworkofpainter and2 (two)persons shall be able toperform theworkofgardener as and when required as directed;2.Iftheperson/personsasspecifiedaboveis/arefoundnotpossessingtheworkingknowledgeofblacksmith/carpenter/painter/gardenerand/ortheperson/personsis/arenotabletoperform the above functionswhen needed, payment shall bemade in this item anddeductionshall be made by operating the relevant item of this schedule;3.Ifanyoneormoreofthesixpersonsdeputedis/areunabletoturnupforworkasscheduled,alternativearrangementshallbemadewithpriorintimationtoandwithpriorapprovalofthe
Railwayofficialconcerned.Otherwise,deductionshallbemadebyoperatingtherelevantitemofthis schedule (in the formofpenalty)bydeducting for2 (two)persons foreachabsenteedulymaking payment in this item for the day for a quantity of 1 (one);4.Paymentshallbemadeonthebasisofdailyattendanceandotherrecordsmaintainedbytherepresentative of Engineer‐in‐Charge at site. Payment shall be made for the number of daysactually worked and not for rest days;5. The persons provided shall be physically fit and shall be able to do all types of hardwork;6.Thoughnormallytheworkisfor10hoursinaday,thepersonsmayberequiredtoworkformore number of hours during emergencies. No additional payment shall be made for this;7.Thegroupof6(six)menshallreportatthespecifiedlocationintheprojectorattheofficeatthespecifiedtimetothespecifiedofficialofRailwaynominatedbytheEngineer‐in‐Charge.Thelocation may change on day to day basis depending on the requirement. The specified time,thoughgenerally is8.00am,maychangedaily/ frequentlydependingon the requirement.Theservices,thoughgenerallyarerequiredfor6daysinaweek,maybeneededonSundaysandonholidays including festival days also depending on the requirement;8.Thepersonsshallmaintaincordialrelationshipamongthemandshallworkasateam.
Quantity
Rate
Unit
Amount
3.00
2,300.00
1Persixpersonsperday
6,072.00
(RupeesTwoThousandThreeHundred)
Contractor's%:‐12Discount:0
28
PWBL‐001
(i)Unloading52kg/60kgsinglerails/2‐railpanelsunderrailtrafficblockduringday/nightfromRailwaywagonsofanytypeinstipulatedtimewithoutdamagingtherailsandasperIRPWMusing contractors crane and;(ii) Stacking the rails (in case of single rails only).Allof theaboveshallbeexecutedwithcontractor's skilledpersonnel, toolsandplant,vehicles,machinery, fuel,consumableswithall incidentalchargesandinallkindsofweatherconditionsand site conditions including crossing of tracks wherever required duly observing all safetyprecautionsandincludingallascent,descent,taxes,duties,cess,surcharges,feesetc.completelyasperthespecialconditions/specifications/regulations,asdirectedbytheEngineer‐in‐Chargeand as per the note(s) below.Notes:1.The rate includes transporting, leadingand stackingof the rails (in caseof single railsonly)properlyinacountablemanneratthenominatedlocation(s)uptoaleadof1(one)kmobservingallsafetyprecautionswithoutdisturbingthesignalsor thesignallingarrangement,any fixturesetc.;2. The rails / rail panels have to be unloaded in such a way as to not infringe the movingdimensions. The rate includes any minor lateral shifting of rail panels (after they have beenunloaded),ifrequired,toclearinfringementtomovingdimensions.Suchashiftingshallbedoneimmediately before passage of trains as directed by the Engineer‐in‐Charge;3.Demurrage/Wharfagechargeslevied,ifany,duetodelayinunloadingofrailsshallbeborneby the contractor;4.CalculationofweightofClassIIrails,ifany,shallbemade@5%lesserweightpermthanthestandard weight per m;5.Therateincludesengaginglookoutmenandbannerflagmenwithhandflagsandbannerflagsrespectivelyinthedayandsignallampsetc.inthenight,whereverrequired(incaseofdoublingprojects, yards etc.), for the safety of rail traffic passing on adjacent line(s) & personnel;6.Sufficientnumberofskilledpersonnel,toolsandmachineryhavetobearrangedevenatshortnotice,evenforshortdurationandevenforlessquantityduringday/nightsoastocomplete
unloading within a reasonable period of time;7.ThedecisionofEngineer‐in‐Chargewithregardtothenumberofpersons/toolsormachineryrequiredtosatisfactorilycompletetheworkwithintheblockperiod is finalandbindingonthecontractor. If in theopinionofEngineer‐in‐Charge thenumberofpersons/ toolsormachineryavailable at site is less than that required, the programme of work as scheduled may not becarriedout andno compensation shallbepaid towardscancellationof theprogramme.Oneormore such cancellation(s) of programme(s) due to non‐availability of sufficient personnelmaylead to imposition of penalty as decided by the Engineer‐in‐Charge;8. No compensation for idling of manpower, machinery etc. shall be paid in case of loss ofutilizationduetonon‐availabilityofrailtrafficblock/wagons/tractionpower/crewofRailwayunderunavoidablecircumstancesafteralltheresourceshavebeenmobilisedbythecontractor.
Quantity
Rate
Unit
Amount
100.00
121.00
1metrictonne
10,648.00
(RupeesOneHundredandTwentyOne)
Contractor's%:‐12Discount:0
29
PWBL‐010
(i)ProvidingCutandConnectiontoexistingtrackunderrailtrafficblockduringday/nightdulycuttingtheexistingtrack(runningline)of60kg/52kg/90Rrails,drillingholes,connectingittoalreadylaidadjacenttrack(runningline/non‐runningline),laterallyslewingandre‐slewingbackandforth(ifnecessary)anynumberoftimesboththetracksofrequiredlengthstoformsmoothalignment till the formationof exact reverse curve and continuitywithoutanykinks, adjustingthesleeperspacingandcrosslevelofboththetracksaspertherequirement,dumpingbacktheremoved ballast and spreading to provide the required cushion under the tracks, levelling oftrack;(ii)Kutchapackingoftheentirerealignedportionalongwithfiveapproachsleepersoneitherendduly attending to alignment, cross levels, surfacing, spacing of sleepers etc. so as to allow thetraffic at least at 20 (twenty) kmph and;(iii) Removal of released rails, sleepers, fittings etc. from the site and keeping them at a safedistancetoclearanyinfringementtotracksandtransportationofreleasedfittingstothespecifiedP Way depot.Allof theaboveshallbeexecutedwithcontractor's skilledpersonnel, toolsandplant,vehicles,machinery, fuel, consumables, loading, unloadingwith all incidental charges and in all kindsofweather conditions and site conditions including crossing of tracks wherever required dulyobservingallsafetyprecautionsandarrangingprotectionoftrackwithcontractor’spersonnel&tools includingall lead,ascent,descent, taxes,duties,cess,octroi, feeetc.completelyasper thespecialconditions/specifications/regulations,asdirectedbytheEngineer‐in‐Chargeandasperthe note(s) below.Note:1.Theworkinvolvescuttingtherunninglineandconnectingittotheadjacentrunningline/non‐running linedulyperformingall theoperationsasdetailedaboveandanyassociated linkingofnew track. Payment for linking of new trackwill bemade separately under the relevant item;2.Aftercompletionofworkinblock,theworkshallbecontinuedandthetrackshallbepackedtopermitnormalspeedinstagesasdirected.Paymentforthesamewillbemadeseparatelyunderthe relevant items;
3.Therateincludesengaginglookoutmenandbannerflagmenwithhandflagsandbannerflagsrespectivelyinthedayandsignallampsetc.inthenight,whereverrequired(incaseofdoublingprojects, yards etc.), for the safety of rail traffic passing on adjacent line(s) & personnel;4.Sufficientnumberofskilledpersonnel,toolsandmachineryhavetobearrangedevenatshortnotice, even for shortdurationandeven for lessquantityduringday/night soas tocompleteunloading within a reasonable period of time;5.ThedecisionofEngineer‐in‐Chargewithregardtothenumberofpersons/toolsormachineryrequiredtosatisfactorilycompletetheworkwithintheblockperiod is finalandbindingonthecontractor. If in theopinionofEngineer‐in‐Charge thenumberofpersons/ toolsormachineryavailable at site is less than that required, the programme of work as scheduled may not becarriedout andno compensation shallbepaid towardscancellationof theprogramme.Oneormore such cancellation(s) of programme(s) due to non‐availability of sufficient personnelmaylead to imposition of penalty as decided by the Engineer‐in‐Charge;6. No compensation for idling of manpower, machinery etc. shall be paid in case of loss ofutilizationduetonon‐availabilityofrailtrafficblock/wagons/tractionpower/crewofRailwayunderunavoidablecircumstancesafteralltheresourceshavebeenmobilisedbythecontractor.
Quantity
Rate
Unit
Amount
8.00
44,000.00
1NUMBER
3,09,760.00
(RupeesFortyFourThousand)
Contractor's%:‐12Discount:0
30
PWBL‐011
(i)InsertionofRailway’sGluedJointset60kg/52kgonBGtrack/PointsandCrossingunderrailtraffic block during day / night duly leading the glued Joint set from anywhere in the yard,connectingitoneitherendsusingjoggled/ordinaryfishplates,fishboltsandnutsdulygreasingthemwith contractor's supply of ‘grease no. 0, graphited’ (conforming to IS: 408 ‐ 1981 andprocured from RDSO approved firms) and oiling, properly tightening the bolts etc. includingcuttingofrails,drillingofholes,ifrequired,dulycoordinatingwiththesignallingstaffduringtheinsertion to facilitate working of block instrument and;(ii) Transportation of released rails to the nominated location(s).Allof theaboveshallbeexecutedwithcontractor’s skilledpersonnel, toolsandplant,vehicles,machinery, fuel,consumables, loading,unloadingwithall incidentalchargesand inallkindsofweather conditions and site conditions including crossing of tracks wherever required dulyobserving all safety precautions and including all lead, ascent, descent, taxes, duties, cess,surcharges, fees etc. completely as per the special conditions / specifications / regulations, asdirected by the Engineer‐in‐Charge and as per the note(s) below.Notes:1.Therateincludestransportationofreleasedrailstonominatedlocations(s)asdirectedbytheEngineer‐in‐Charge and stacking them neatly and properly in a countable manner;2. Each set comprises of two glued joints on opposite rails;3. Cutting of rails and drilling of holes shall be paid separately under the relevant items;4.Therateincludesengaginglookoutmenandbannerflagmenwithhandflagsandbannerflagsrespectivelyinthedayandsignallampsetc.inthenight,whereverrequired(incaseofdoublingprojects,yardsetc.),forthesafetyofrailtrafficpassingonadjacentline(s)&
personnel;5.Sufficientnumberofskilledpersonnel,toolsandmachineryhavetobearrangedevenatshortnotice, even for shortdurationandeven for lessquantityduringday/night soas tocompleteunloading within a reasonable period of time;6.ThedecisionofEngineer‐in‐Chargewithregardtothenumberofpersons/toolsormachineryrequiredtosatisfactorilycompletetheworkwithintheblockperiod is finalandbindingonthecontractor. If in theopinionofEngineer‐in‐Charge thenumberofpersons/ toolsormachineryavailable at site is less than that required, the programme of work as scheduled may not becarriedout andno compensation shallbepaid towardscancellationof theprogramme.Oneormore such cancellation(s) of programme(s) due to non‐availability of sufficient personnelmaylead to imposition of penalty as decided by the Engineer‐in‐Charge;7. No compensation for idling of manpower, machinery etc. shall be paid in case of loss ofutilizationduetonon‐availabilityofrailtrafficblock/wagons/tractionpower/crewofRailwayunderunavoidablecircumstancesafteralltheresourceshavebeenmobilisedbythecontractor.
Quantity
Rate
Unit
Amount
4.00
936.00
1SET
3,294.72
(RupeesNineHundredandThirtySix)
Contractor's%:‐12Discount:0
31
PWBL‐016
Cutting rails of any section using gas flame under rail traffic block during day / night andtransportation of the cut rail pieces to the specified P.Way Depot / any other location in thesection / yard as directed with contractor's skilled personnel, tools and plant, vehicles,machinery, fuel, consumables, loading, unloadingwith all incidental charges and in all kindsofweather conditions and site conditions including crossing of tracks wherever required dulyobserving all safety precautions and including all lead, ascent, descent, taxes, duties, cess,surcharges, fees etc. completely as per the special conditions / specifications / regulations, asdirected by the Engineer‐in‐Charge.
Quantity
Rate
Unit
Amount
50.00
91.00
1NUMBER
4,004.00
(RupeesNinetyOne)
Contractor's%:‐12Discount:0
32
PWBL‐015
(i)Drillingof32mm/28mm/26.5mmdia.fishboltholesin60kg/52kg/90Rrailsatcorrectlocationusingpropertemplateandperpendiculartothefaceofrailunderrailtrafficblockduringday / night with contractor's rail drilling machine and contractor’s drill bits and;(ii) Chamfering the drilled hole properly with a chamfering tool.Allof theaboveshallbeexecutedwithcontractor's skilledpersonnel, toolsandplant,vehicles,machinery, fuel, consumables, loading, unloadingwith all incidental charges and in all kindsofweather conditions and site conditions including crossing of tracks wherever required dulyobserving all safety precautions and including all lead, ascent, descent, taxes, duties, cess,surcharges, fees etc. completely as per the special conditions / specifications / regulations, asdirected by the Engineer‐in‐Charge and as per the note(s) below.Notes:Nopaymentshallbemadeiftheboltholeisnotproperlychamferedwithachamferingtool
immediately after drilling it before passage of train over the rail in which the hole is drilled.
Quantity
Rate
Unit
Amount
300.00
74.10
1NUMBER
19,562.40
(RupeesSeventyFourAndPaiseTen)
Contractor's%:‐12Discount:0
33
PWBL‐020
(i)DismantlingexistingBGpointsandcrossing1in12(oneintwelve)onanysleepersunderrailtrafficblock duringday/nightdulyremoving fishplatesand fastenings, levellingofballast tocorrect profile as directed;(ii) Linking normal track between the then switch and the then crossing and;(iii)TransportingreleasedsleepersotherthanPSC(forPSCsleepersthespecificationinthenotebelow applies) and all released fastenings etc. to the specified P Way stores depot dulysegregating and stacking at specified location(s) in a neat and countable manner.Allof theaboveshallbeexecutedwithcontractor's skilledpersonnel, toolsandplant,vehicles,machinery, fuel, consumables, loading, unloadingwith all incidental charges and in all kindsofweather conditions and site conditions including crossing of tracks wherever required dulyobserving all safety precautions and including all lead, ascent, descent, taxes, duties, cess,surcharges, fees etc. completely as per the special conditions / specifications / regulations, asdirected by the Engineer‐in‐Charge and as per the note(s) below.Notes:1. The rate quoted above shall also include transportation of released rails, switches andcrossings to the nearest station and stacked at a location with road approach;2.IncasethelayoutisonPSCsleepers,theyneednotbecarriedtoPWaydepotbuttheyhavetoneatly stacked at the specified location in the nearest yard;3. A detailed joint inventory shall be taken jointly by Railway representative and contractor’sauthorized representative before the commencement of the above work;4.Theturnoutsleepersshallberemovedfromthetrackalongwithswitchesandcrossingsandthe lineshallbemade throughwithnormal tracksleepers.Therate includes linkingofnormaltrack and carrying out one round of kutcha packing for safe movement of train;5.Therateincludesengaginglookoutmenandbannerflagmenwithhandflagsandbannerflagsrespectivelyinthedayandsignallampsetc.inthenight,whereverrequired(incaseofdoublingprojects, yards etc.), for the safety of rail traffic passing on adjacent line(s) & personnel;6.Sufficientnumberofskilledpersonnel,toolsandmachineryhavetobearrangedevenatshortnotice, even for shortdurationandeven for lessquantityduringday/night soas tocompleteunloading within a reasonable period of time;7.ThedecisionofEngineer‐in‐Chargewithregardtothenumberofpersons/toolsormachineryrequiredtosatisfactorilycompletetheworkwithintheblockperiod is finalandbindingonthecontractor. If in theopinionofEngineer‐in‐Charge thenumberofpersons/ toolsormachineryavailable at site is less than that required, the programme of work as scheduled may not becarriedout andno compensation shallbepaid towardscancellationof theprogramme.Oneormore such cancellation(s) of programme(s) due to non‐availability of sufficient personnelmaylead to imposition of penalty as decided by the Engineer‐in‐Charge;8. No compensation for idling of manpower, machinery etc. shall be paid in case of loss ofutilizationduetonon‐availabilityofrailtrafficblock/wagons/tractionpower/crewofRailwayunderunavoidablecircumstancesafteralltheresourceshavebeenmobilisedbythe
(i)DismantlingexistingBGpointsandcrossing1in8.5(oneineightandahalf)trapswitchonanysleepersunderrailtrafficblockduringday/nightdulyremovingfishplatesandfastenings,levelling of ballast to correct profile as directed;(ii) Linking normal track between the then switch and the then crossing and ;(iii)TransportingreleasedsleepersotherthanPSC(forPSCsleepersthespecificationinthenotebelow applies) and all released fastenings etc. to the specified P Way stores depot dulysegregating and stacking at specified location in a neat and countable manner.Allof theaboveshallbeexecutedwithcontractor's skilledpersonnel, toolsandplant,vehicles,machinery, fuel, consumables, loading, unloadingwith all incidental charges and in all kindsofweather conditions and site conditions including crossing of tracks wherever required dulyobserving all safety precautions and including all lead, ascent, descent, taxes, duties, cess,surcharges, fees etc. completely as per the special conditions / specifications / regulations, asdirected by the Engineer‐in‐Charge and as per the note(s) below.Notes:1. The rate quoted above shall also include transportation of released rails, switches andcrossings to the nearest station and stacked at a location with road approach;2.IncasethelayoutisonPSCsleepers,theyneednotbecarriedtoPWaydepotbuttheyhavetoneatly stacked at the specified location in the nearest yard;3. A detailed joint inventory shall be taken jointly by Railway representative and contractor’sauthorized representative before the commencement of the above work;4.Theturnoutsleepersshallberemovedfromthetrackalongwithswitchesandcrossingsandthe lineshallbemade throughwithnormal tracksleepers.Therate includes linkingofnormaltrack and carrying out one round of kutcha packing for safe movement of train;5.Therateincludesengaginglookoutmenandbannerflagmenwithhandflagsandbannerflagsrespectivelyinthedayandsignallampsetc.inthenight,whereverrequired(incaseofdoublingprojects, yards etc.), for the safety of rail traffic passing on adjacent line(s) & personnel;6.Sufficientnumberofskilledpersonnel,toolsandmachineryhavetobearrangedevenatshortnotice, even for shortdurationandeven for lessquantityduringday/night soas tocompleteunloading within a reasonable period of time;7.ThedecisionofEngineer‐in‐Chargewithregardtothenumberofpersons/toolsormachineryrequiredtosatisfactorilycompletetheworkwithintheblockperiod is finalandbindingonthecontractor. If in theopinionofEngineer‐in‐Charge thenumberofpersons/ toolsormachineryavailable at site is less than that required, the programme of work as scheduled may not becarriedout andno compensation shallbepaid towardscancellationof theprogramme.Oneormore such cancellation(s) of programme(s) due to non‐availability of sufficient personnelmaylead to imposition of penalty as decided by the Engineer‐in‐Charge;8. No compensation for idling of manpower, machinery etc. shall be paid in case of loss ofutilizationduetonon‐availabilityofrailtrafficblock/wagons/tractionpower/crewofRailwayunderunavoidablecircumstancesafteralltheresourceshavebeenmobilisedbythe
(i) Lateral Slewing of existing or newly linkedBG track up to 1 (one)metre on either side onstraight / curved track on any sleepers under rail traffic block during day / night to correctlocationasper thealignmentdemarcatedandaligning the track tocorrectalignment includingre‐slewingbackandforth(ifnecessary)anynumberoftimestoformasmoothalignmenttilltheformationofexactcurvatureandcontinuitywithoutanykinksdulyremovingfishplatesandboltsand re‐fixing the same after aligning;(ii) Adjustment of sleeper spacing and tightening of fittings ensuring correct longitudinal andlateral levels;(iii) Shifting and dumping of existing ballast from old alignment to new alignment, spreadingevenly to provide the required cushion and;(iv) Kutcha packing to achieve proper surfacing, longitudinal profile and cross levels for safepassage of trains at least at 20 (twenty) kmph;Allof theaboveshallbeexecutedwithcontractor's skilledpersonnel, toolsandplant,vehicles,machinery, fuel, consumables, loading, unloadingwith all incidental charges and in all kindsofweather conditions and site conditions including crossing of tracks wherever required dulyobserving all safety precautions and including all lead, ascent, descent, taxes, duties, cess,surcharges, fees etc. completely as per the special conditions / specifications / regulations, asdirected by the Engineer‐in‐Charge and as per the note(s) below.Notes:1.Therateincludesengaginglookoutmenandbannerflagmenwithhandflagsandbannerflagsrespectivelyinthedayandsignallampsetc.inthenight,whereverrequired(incaseofdoublingprojects, yards etc.), for the safety of rail traffic passing on adjacent line(s) & personnel;2.Sufficientnumberofskilledpersonnel,toolsandmachineryhavetobearrangedevenatshortnotice, even for shortdurationandeven for lessquantityduringday/night soas tocompleteunloading within a reasonable period of time;3.ThedecisionofEngineer‐in‐Chargewithregardtothenumberofpersons/toolsormachineryrequiredtosatisfactorilycompletetheworkwithintheblockperiod is finalandbindingonthecontractor. If in theopinionofEngineer‐in‐Charge thenumberofpersons/ toolsormachineryavailable at site is less than that required, the programme of work as scheduled may not becarriedout andno compensation shallbepaid towardscancellationof theprogramme.Oneormore such cancellation(s) of programme(s) due to non‐availability of sufficient personnelmaylead to imposition of penalty as decided by the Engineer‐in‐Charge;4. No compensation for idling of manpower, machinery etc. shall be paid in case of loss ofutilizationduetonon‐availabilityofrailtrafficblock/wagons/tractionpower/crewofRailwayunderunavoidablecircumstancesafteralltheresourceshavebeenmobilisedbythecontractor.
(i) Lateral Slewing of existing or newly linked BG trackmore than 1 (one)metre and up to 3(three)metresoneithersideonstraight/curvedtrackonanysleepersunderrail trafficblockduringday/nighttocorrectlocationasperthealignmentdemarcatedandaligningthetracktocorrectalignmentincludingre‐slewingbackandforth(ifnecessary)anynumberoftimestoformasmoothalignment till the formationofexactcurvatureandcontinuitywithoutanykinksdulyremoving fish plates and bolts and re‐fixing the same after aligning;(ii) Adjustment of sleeper spacing and tightening of fittings ensuring correct longitudinal andlateral levels;(iii)Shiftinganddumpingofexistingballastfromoldalignmenttonewalignmentandspreadingevenly to provide the required cushion and;(iv) Kutcha packing to achieve proper surfacing, longitudinal profile and cross levels for safepassage of trains at least at 20 (twenty) kmph.Allof theaboveshallbeexecutedwithcontractor's skilledpersonnel, toolsandplant,vehicles,machinery, fuel, consumables, loading, unloadingwith all incidental charges and in all kindsofweather conditions and site conditions including crossing of tracks wherever required dulyobserving all safety precautions and including all lead, ascent, descent, taxes, duties, cess,surcharges, fees etc. completely as per the special conditions / specifications / regulations, asdirected by the Engineer‐in‐Charge and as per the note(s) below.Notes:1.Therateincludesengaginglookoutmenandbannerflagmenwithhandflagsandbannerflagsrespectivelyinthedayandsignallampsetc.inthenight,whereverrequired(incaseofdoublingprojects, yards etc.), for the safety of rail traffic passing on adjacent line(s) & personnel;2.Sufficientnumberofskilledpersonnel,toolsandmachineryhavetobearrangedevenatshortnotice, even for shortdurationandeven for lessquantityduringday/night soas tocompleteunloading within a reasonable period of time;3.ThedecisionofEngineer‐in‐Chargewithregardtothenumberofpersons/toolsormachineryrequiredtosatisfactorilycompletetheworkwithintheblockperiod is finalandbindingonthecontractor. If in theopinionofEngineer‐in‐Charge thenumberofpersons/ toolsormachineryavailable at site is less than that required, the programme of work as scheduled may not becarriedout andno compensation shallbepaid towardscancellationof theprogramme.Oneormore such cancellation(s) of programme(s) due to non‐availability of sufficient personnelmaylead to imposition of penalty as decided by the Engineer‐in‐Charge;4. No compensation for idling of manpower, machinery etc. shall be paid in case of loss ofutilizationduetonon‐availabilityofrailtrafficblock/wagons/tractionpower/crewofRailwayunderunavoidablecircumstancesafteralltheresourceshavebeenmobilisedbythecontractor.
Leading and linking of two rail panels of 60kg rails over already fixed channel sleepers oncauverybridgeswithallfittingsandfasteningsofinsulatedchannelsleepersincludingfixing1mlengthfishplateswithallcontractor'slabour&toolsanddirectedbyEngineerinCharge..Therateinclusive of free leading of rails fom the available rail panel for a length of 1KM
Quantity
Rate
Unit
Amount
650.00
250.00
1TRM
1,62,500.00
(RupeesTwoHundredandFifty)
Contractor's%:0Discount:0
2
225207
Cutting, grinding, milling ER Clips and providing metal/GFN liner at joints with contractor'slabour, tools and plants, etc., complete as directed by the Engineer in charge.
Quantity
Rate
Unit
Amount
600.00
15.00
1NOS
9,000.00
(RupeesFifteen)
Contractor's%:0Discount:0
3
225208
LOADINGofBGmonoblockPSC linesleepers(like track/LC/Brapproach/Br.Deck/Slackgauge/SEJ/trap switch sleepers)60/52kgsection, atanyof the sleeper factory/ scattered stacksofsleepersfrommidsection/yards/LCs/otherapproachablelocationsatanyotherplace,intoroadlorry/ tractor trailor/Wagons of any type , ‐ usingCRANEonly ¹ LEADING/HAULINGup to100mleadwhileloadingwhereverrequired&STACKINGthesleepersinlayersasrequired,inaneat,perfect , systematic andcountablemanner includingprotectionof trackwith contractor'sflagmen wherever required as per specifications, including crossing of tracks, handling/rehandlingasrequired forstackingwith allascents,descents , taxes,duties,withcontractor'stools and plants, consumables, men, crew, machineries and labour with all lead and lift etc.,completeasperspecialconditions/specifications/regulationsandasdirectedbytheEngineer‐in‐ChargeNote:1(a)Theratequoted isapplicable forLOADING PSCtrack/LC/ Br.Approach/Br.Deck/slack gauge sleepers.1(b)IncaseofSEJ/Trapswitchsleepers,extra10%overthequotedratewillbepaid.
Quantity
Rate
Unit
Amount
1500.00
10.00
1NOS
15,000.00
(RupeesTen)
Contractor's%:0Discount:0
4
225209
Hiring of JCB for removalofmuck,debris ,levelling ground ,LC openings as per the requirementincluding crew,consumables complete as directed by Engineer in charge
Manufacturingandsupplyingandfixingprecastornamentallydesignedfencingwallwithnaturalstone finish surface in natural grey / terra cotta red colour or any other approved colourapprovedbyEngineerinchargeofsize1800X300mmof50mmthicknesswithM:30gradeofconcrete for height of 1.80mwithRCCprecast concrete post of size 150mmX 100mmwithgroovessuitabletofitandfix.Excavationofpitofsize300x300x600mmandconcretingwithCC1:2:4dulyfixingpoststruetoverticlealignmentandathorizontaldistanceabout1.80mwithallcontractorsmaterials,labour,toolsandplants,leadandliftetccompleteasperdrawingno.DyCE/CN/HAS.SK1‐2012andasdirectedbyEngineer‐in‐charge(Rateincludesexcavationofpitand concreting with CC 1;2:4 and steel, wire mesh, cement and all other materials).
Quantity
Rate
Unit
Amount
500.00
1,500.00
1SQM
7,50,000.00
(RupeesOneThousandFiveHundred)
Contractor's%:0Discount:0
6
225211
Earthworkinfillingthelowlyingareasandplatformswithcontractorsownearthfromoutsiderailwaylimitswithalltypesofsoilconformingtospecificationsofpreferablesoilmaterialotherthan black cotton soil including loading ,leading ,removal of bushes and jungles wherevernecessaryandunloading ,spreading theearth in layersof300mmto correctprofiles ,includingwatering ,compacting in layersbyhandrollerorothermeansetcasdirectedby theengineer incharge (specifications of preferable size are provided in special conditions of contract)
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