Elimination of Level Crossing Gate No. 102/E, 103/E, 115/E, 127/E, 104/E, 126/E, 135/E & 129/E by constructing Limited Height Subway (LHS) by RCC boxes with Roof covered RCC U-Trough in the section KNJ-LGL of Sealdah Division/Eastern Railway.

A1-[Level Crossing Gate No. 102/E in the section KNJ-LGL]

A2-[Level Crossing Gate No. 102/E in the section KNJ-LGL]

A3-[Level Crossing Gate No. 102/E in the section KNJ-LGL]

Providing of CC crib/Sleeper crib support to 5.80 m height as per RDSO standard drawing including placing sleeper base and top layers of sleepers as per working drawing and as 1 directed by the Engineer in charge including CI sheet shoring behind CC Cribs/Sleeper crib to retain earth in portion .Rate should include labour charge ,necessary bolts,nuts and other materials required for erecting the cribs ,cost for dismantling the same cribs after completion of the work including stacking dismantled materials at location specified by the engineer and free from any infringement etc.

Expansion joint treatement with 'SIKADUR COMBIFLEX' repair/grind the edges from 2 both sides with Sikadur-31, an epoxy adhesive cum repair mortar. Supply and apply of high performance joint sealing system 'Sikadur Combiflex SG' 2 mm thick and 200 mm wide to be qlued to the substrate with the help of epoxy adhesive 'Sikadur 31C ' @ 1.4 kg/RM for sealing of the joints on the joint and as per manufacturer's specification, complete in all respect.

Hiring charge for one 5 KVA D.G. set including fuel lubrication, oil operation and maintain with lighting arrangement by 6 nos. halogen with fittings and 2 nos. point fixing complete in all respect.

Supplying and fixing galvanised sheet/galvanised self supporting sheet in roofing 4 made from mild steel having thickness minimum 0.80BMT having coating of zinc/Aluminium+zinc including cutting to size and shape including cutting to size and shape including fixing. The rate shall include all cost of materials, taxes, labour, tools plants, fixture and machinery all lead and fit transportation,fixture etc complete and fixing as per direction of Engineer in charge at site.

Driving S.H. rails 90R/52kg or any section of rail below ground level across to Railway 5 Track during Power block time up to required depth as per direction of site in charge. The rate includes chiseling at one end with contractors own arrangement with derrick/rope/pully cap/monkey,cutting of rails, trolleying/leading of rails to the site etc. complete in all respect. The rail will be supplied by Railway free of cost.

Painting of Realistic image/ figures /scenery on 100 m2 the theme of Nature, Greenery, Madhubani painting or similar types of hand paintihg etc. on the wall surface .with oil paint 6 /synthetic enamel paint including back ground complete in all respect up to 6 mtr. height. The rate also includes to scrapping of the old painting, preparation of the base of surface & arrangement of temporary scaffolding etc. after completion of the work, scaffolding to the removed. The rate also includes supply of labours materials by the contractor with Iift & leads in all comolete.

Supply of loading of Stone boulders in RMC into any type of wagon, weight of each boulder not less than 30 kg and not more than 54 kg each. To be supplied from different quarry Mines 7 nearest to Railway station. Rate shall includeed all lead, lift, ascent, descend, crossing of Railway track & Royalty charges. Supply and loading of stone boulder approved quality in any type of RMC or wagon from any private quarry to different locations of Division as per direction of site in charge of Railway including lift, ascent, descent, crossing of railline, Royalty & other taxes including all to complete the work in all respect.

Assistance to crane work as directed by site in charge prior to crane work like preparation to base for prop. By dressing of earth filling and placing of sand bags at required distance from the bridge approach and cutting of holding down bolts before lifting of girder and also 8 after lifting of girder for proper seating of slab, cutting of other infringements like old pipes for shifting of cables etc. and dismantling of cribs prepared earlier. This includes lifting and placement of ballast/sand in bags in cess around bridge or assisting any other type of lifting of ballast/sand on the bridge and approaches. Assisting, unloading, loading, lifting, loading of different crane materials from the crane for crane working. (In unit Each = Operation)

Supplying and spreading the coarse sand/stone dust over R.C.C. Box and in foundation including compaction by machine means as approved by Railway Engineer at site. The work is to be done during traffic block.

Supplying and spreading of stone ballast over bridge slab/box under traffic block with the help of gunny bags/empty cement bags etc. The rate include filling of stone ballast into empty 10 cement bag/gunny bag and stacking at the different bridge location before traffic block where slab is to be placed and spreading the stone ballast over the slab after slab placement and its approached during traffic block as per direction of site-in-charge. The rate includes all lead, lift, ascend, descend, crossing of track etc etc. The empty cement /gunny bag will be supplied by the contractor which will be retained by the contractor after completion of work.

Transportation of all sorts of P.Waymaterials such asrails,switch,crossings,etc. 11 requiringuse of trailor and also ERC,bolts&nuts,bearing plates and other P.Waymaterials requiring use of truckincluding loading,unloading andstacking,seggregating etc. with alllead,lift,crossing of multiple trackswithin a free lead of 30m as perinstruction of Engineer at site. (b) For a distance above 20 Km and upto40 Km.[Per MTKM]

Shallow screening of track with one round of through packing and making up entire available cess as per procedure given in para 227 of IRPWM. [Shallow screening of P & C will be paid 1.5 times the strainght length of track]

Construction of water tight joint between box joints by concreting with M35 grade & grouting with non shrinkable cementitious grout by drilling holes in concrete fixing grouting nipple 13 (HDPE) injecting the grout mix under controlled condition, applying polysulphide compound in groove and sealing the joint by the compound of epoxy morter/chemicals in dry condition.All works to be completed in all respect as per approved drawing with all contractor's labours, materials, equipments etc as per direction of engineer-at-site.

Supply and fabrication of steel section (conforming to IS:2062-Gr B0) comprising of MS plates, angles, RSJ, channels etc. of different thicknesses and sizes for making built - up section of Riveted/welded steel bridge girder as per relevant RDSO Drg. CE's approved drg. The fabrication work is to be carried out as per IRS Steel Bridge Code IRS welded Bridge Code IRS B1-2001, IS-800, IS-814, IS-822 and IS -823 and to be done in any RDSO approved workshop, Necessary WPSS and QAP will be prepared by the contractor at his own cost and to be got approved by RDSO before starting the fabrication work. The fabricated materials to be painted with one thick coat of Zinc chromate primer confirm to IS-104 at all the hidden portin prior to fixing the stiffeners and assembling of girder. The 15 rate is inclusive of supply of structural steel section of grade (E250: B0) conforming to IS:2062-2006 and all other materials like paints, rivets, bolts with nuts & washers, labours, consumables and machineries and all other accessories required for fabrication as per IRS B1-201, IS-800, IRS Steel Bridge Code and IRS welded Bridge Code etc. Complete in all respects. The rate also includes cost of inspection, testing of girders in stages by RDSO/Lucknow. The rate also include the cost of loading of the girder at work shop, transportion to the approachable location nearer to the site feasible for loading on RLY B.F.R as decided by the Engg. In-charge and placing them without any infringement ot the running track with all lead, lift etc complete in all respect.(90% payment will be made after completion of these activities, remaining 10% will be paid after completion of erection of the girder). Note: I) The subject work is for Riveted/Welded plate girder as per RDSO/CE's relevant drawing with latest amendments wil be followed for fabricastion of girder steel conforming to IS: 2062-2006, Gr.B0 and should be fully kiled and fully normalised. All the steel materials required for girder shall be procured from integrated steel manufacturers approved by RDSO. II) All MS section to be supplied by the contractor should conform to IS:2062Gr. B0. In any case if Gr. B0 steel i.e. channel,joist,etc. is not available in market,then Gr. A steel may be used with prior permission of competent authority.

A4-[Level Crossing Gate No. 102/E in the section KNJ-LGL]

Cost of Scrap Rail for Rail pilling. ( Rate taken as per Annx-1 of FWP-2025-26).

B1-[Level Crossing Gate No. 103/E in the section KNJ-LGL]

B2-[Level Crossing Gate No. 103/E in the section KNJ-LGL]

B3-[Level Crossing Gate No. 103/E in the section KNJ-LGL]

Providing of CC crib/Sleeper crib support to 5.80 m height as per RDSO standard drawing including placing sleeper base and top layers of sleepers as per working drawing and as 1 directed by the Engineer in charge including CI sheet shoring behind CC Cribs/Sleeper crib to retain earth in portion .Rate should include labour charge ,necessary bolts,nuts and other materials required for erecting the cribs ,cost for dismantling the same cribs after completion of the work including stacking dismantled materials at location specified by the engineer and free from any infringement etc.

Expansion joint treatement with 'SIKADUR COMBIFLEX' repair/grind the edges from 2 both sides with Sikadur-31, an epoxy adhesive cum repair mortar. Supply and apply of high performance joint sealing system 'Sikadur Combiflex SG' 2 mm thick and 200 mm wide to be qlued to the substrate with the help of epoxy adhesive 'Sikadur 31C ' @ 1.4 kg/RM for sealing of the joints on the joint and as per manufacturer's specification, complete in all respect.

Hiring charge for one 5 KVA D.G. set including fuel lubrication, oil operation and maintain with lighting arrangement by 6 nos. halogen with fittings and 2 nos. point fixing complete in all respect.

Supplying and fixing galvanised sheet/galvanised self supporting sheet in roofing 4 made from mild steel having thickness minimum 0.80BMT having coating of zinc/Aluminium+zinc including cutting to size and shape including cutting to size and shape including fixing. The rate shall include all cost of materials, taxes, labour, tools plants, fixture and machinery all lead and fit transportation,fixture etc complete and fixing as per direction of Engineer in charge at site.

Driving S.H. rails 90R/52kg or any section of rail below ground level across to Railway 5 Track during Power block time up to required depth as per direction of site in charge. The rate includes chiseling at one end with contractors own arrangement with derrick/rope/pully cap/monkey,cutting of rails, trolleying/leading of rails to the site etc. complete in all respect. The rail will be supplied by Railway free of cost.

Painting of Realistic image/ figures /scenery on 100 m2 the theme of Nature, Greenery, Madhubani painting or similar types of hand paintihg etc. on the wall surface .with oil paint 6 /synthetic enamel paint including back ground complete in all respect up to 6 mtr. height. The rate also includes to scrapping of the old painting, preparation of the base of surface & arrangement of temporary scaffolding etc. after completion of the work, scaffolding to the removed. The rate also includes supply of labours materials by the contractor with Iift & leads in all comolete.

Supply of loading of Stone boulders in RMC into any type of wagon, weight of each boulder not less than 30 kg and not more than 54 kg each. To be supplied from different quarry Mines 7 nearest to Railway station. Rate shall includeed all lead, lift, ascent, descend, crossing of Railway track & Royalty charges. Supply and loading of stone boulder approved quality in any type of RMC or wagon from any private quarry to different locations of Division as per direction of site in charge of Railway including lift, ascent, descent, crossing of railline, Royalty & other taxes including all to complete the work in all respect.

Assistance to crane work as directed by site in charge prior to crane work like preparation to base for prop. By dressing of earth filling and placing of sand bags at required distance from the bridge approach and cutting of holding down bolts before lifting of girder and also 8 after lifting of girder for proper seating of slab, cutting of other infringements like old pipes for shifting of cables etc. and dismantling of cribs prepared earlier. This includes lifting and placement of ballast/sand in bags in cess around bridge or assisting any other type of lifting of ballast/sand on the bridge and approaches. Assisting, unloading, loading, lifting, loading of different crane materials from the crane for crane working. (In unit Each = Operation)

Supplying and spreading the coarse sand/stone dust over R.C.C. Box and in foundation including compaction by machine means as approved by Railway Engineer at site. The work is to be done during traffic block.

Supplying and spreading of stone ballast over bridge slab/box under traffic block with the help of gunny bags/empty cement bags etc. The rate include filling of stone ballast into empty 10 cement bag/gunny bag and stacking at the different bridge location before traffic block where slab is to be placed and spreading the stone ballast over the slab after slab placement and its approached during traffic block as per direction of site-in-charge. The rate includes all lead, lift, ascend, descend, crossing of track etc etc. The empty cement /gunny bag will be supplied by the contractor which will be retained by the contractor after completion of work.

Transportation of all sorts of P.Waymaterials such asrails,switch,crossings,etc. 11 requiringuse of trailor and also ERC,bolts&nuts,bearing plates and other P.Waymaterials requiring use of truckincluding loading,unloading andstacking,seggregating etc. with alllead,lift,crossing of multiple trackswithin a free lead of 30m as perinstruction of Engineer at site. (b) For a distance above 20 Km and upto40 Km.[Per MTKM]

Shallow screening of track with one round of through packing and making up entire available cess as per procedure given in para 227 of IRPWM. [Shallow screening of P & C will be paid 1.5 times the strainght length of track]

Construction of water tight joint between box joints by concreting with M35 grade & grouting with non shrinkable cementitious grout by drilling holes in concrete fixing grouting nipple 13 (HDPE) injecting the grout mix under controlled condition, applying polysulphide compound in groove and sealing the joint by the compound of epoxy morter/chemicals in dry condition.All works to be completed in all respect as per approved drawing with all contractor's labours, materials, equipments etc as per direction of engineer-at-site.

Supply and fabrication of steel section (conforming to IS:2062-Gr B0) comprising of MS plates, angles, RSJ, channels etc. of different thicknesses and sizes for making built - up section of 15 Riveted/welded steel bridge girder as per relevant RDSO Drg. CE's approved drg. The fabrication work is to be carried out as per IRS Steel Bridge Code IRS welded Bridge Code IRS B1-2001, IS-800, IS-814, IS-822 and IS -823 and to be done in any RDSO approved workshop, Necessary WPSS and QAP will be prepared by the contractor at his own cost and to be got approved by RDSO before starting the fabrication work. The fabricated materials to be painted with one thick coat of Zinc chromate primer confirm to IS-104 at all the hidden portin prior to fixing the stiffeners and assembling of girder. The rate is inclusive of supply of structural steel section of grade (E250: B0) conforming to IS:2062-2006 and all other materials like paints, rivets, bolts with nuts & washers, labours, consumables and machineries and all other accessories required for fabrication as per IRS B1-201, IS-800, IRS Steel Bridge Code and IRS welded Bridge Code etc. Complete in all respects. The rate also includes cost of inspection, testing of girders in stages by RDSO/Lucknow. The rate also include the cost of loading of the girder at work shop, transportion to the approachable location nearer to the site feasible for loading on RLY B.F.R as decided by the Engg. In-charge and placing them without any infringement ot the running track with all lead, lift etc complete in all respect.(90% payment will be made after completion of these activities, remaining 10% will be paid after completion of erection of the girder). Note: I) The subject work is for Riveted/Welded plate girder as per RDSO/CE's relevant drawing with latest amendments wil be followed for fabricastion of girder steel conforming to IS: 2062-2006, Gr.B0 and should be fully kiled and fully normalised. All the steel materials required for girder shall be procured from integrated steel manufacturers approved by RDSO. II) All MS section to be supplied by the contractor should conform to IS:2062Gr. B0. In any case if Gr. B0 steel i.e. channel,joist,etc. is not available in market,then Gr. A steel may be used with prior permission of competent authority.

(USSOR ITEM NO. 022020) "Extra over item nos. 022011 to 022014 for executing the 16 work under water and/or liquid mud to compensate all additional arrangements including pumping out water as required.Note: The extra percentage rate is applicable only for the quantity of work executed under water. (Rate = 20% of Rate of Item no-022011 i.e.= Rs.42.07/Cum)."

B4-[Level Crossing Gate No. 103/E in the section KNJ-LGL]

Cost of Scrap Rail for Rail pilling. ( Rate taken as per Annx-1 of FWP-2025-26).

C1-[Level Crossing Gate No. 115/E in the section KNJ-LGL]

C2-[Level Crossing Gate No. 115/E in the section KNJ-LGL]

C3-[Level Crossing Gate No. 115/E in the section KNJ-LGL]

Providing of CC crib/Sleeper crib support to 5.80 m height as per RDSO standard drawing including placing sleeper base and top layers of sleepers as per working drawing and as 1 directed by the Engineer in charge including CI sheet shoring behind CC Cribs/Sleeper crib to retain earth in portion .Rate should include labour charge ,necessary bolts,nuts and other materials required for erecting the cribs ,cost for dismantling the same cribs after completion of the work including stacking dismantled materials at location specified by the engineer and free from any infringement etc.

Expansion joint treatement with 'SIKADUR COMBIFLEX' repair/grind the edges from 2 both sides with Sikadur-31, an epoxy adhesive cum repair mortar. Supply and apply of high performance joint sealing system 'Sikadur Combiflex SG' 2 mm thick and 200 mm wide to be qlued to the substrate with the help of epoxy adhesive 'Sikadur 31C ' @ 1.4 kg/RM for sealing of the joints on the joint and as per manufacturer's specification, complete in all respect.

Hiring charge for one 5 KVA D.G. set including fuel lubrication, oil operation and maintain with lighting arrangement by 6 nos. halogen with fittings and 2 nos. point fixing complete in all respect.

Supplying and fixing galvanised sheet/galvanised self supporting sheet in roofing 4 made from mild steel having thickness minimum 0.80BMT having coating of zinc/Aluminium+zinc including cutting to size and shape including cutting to size and shape including fixing. The rate shall include all cost of materials, taxes, labour, tools plants, fixture and machinery all lead and fit transportation,fixture etc complete and fixing as per direction of Engineer in charge at site.

Driving S.H. rails 90R/52kg or any section of rail below ground level across to Railway 5 Track during Power block time up to required depth as per direction of site in charge. The rate includes chiseling at one end with contractors own arrangement with derrick/rope/pully cap/monkey,cutting of rails, trolleying/leading of rails to the site etc. complete in all respect. The rail will be supplied by Railway free of cost.

Painting of Realistic image/ figures /scenery on 100 m2 the theme of Nature, 6 Greenery, Madhubani painting or similar types of hand paintihg etc. on the wall surface .with oil paint /synthetic enamel paint including back ground complete in all respect up to 6 mtr. height. The rate also includes to scrapping of the old painting, preparation of the base of surface & arrangement of temporary scaffolding etc. after completion of the work, scaffolding to the removed. The rate also includes supply of labours materials by the contractor with Iift & leads in all comolete.

Supply of loading of Stone boulders in RMC into any type of wagon, weight of each boulder not less than 30 kg and not more than 54 kg each. To be supplied from different quarry Mines 7 nearest to Railway station. Rate shall includeed all lead, lift, ascent, descend, crossing of Railway track & Royalty charges. Supply and loading of stone boulder approved quality in any type of RMC or wagon from any private quarry to different locations of Division as per direction of site in charge of Railway including lift, ascent, descent, crossing of railline, Royalty & other taxes including all to complete the work in all respect.

Assistance to crane work as directed by site in charge prior to crane work like preparation to base for prop. By dressing of earth filling and placing of sand bags at required distance from the bridge approach and cutting of holding down bolts before lifting of girder and also 8 after lifting of girder for proper seating of slab, cutting of other infringements like old pipes for shifting of cables etc. and dismantling of cribs prepared earlier. This includes lifting and placement of ballast/sand in bags in cess around bridge or assisting any other type of lifting of ballast/sand on the bridge and approaches. Assisting, unloading, loading, lifting, loading of different crane materials from the crane for crane working. (In unit Each = Operation)

Supplying and spreading the coarse sand/stone dust over R.C.C. Box and in foundation including compaction by machine means as approved by Railway Engineer at site. The work is to be done during traffic block.

Supplying and spreading of stone ballast over bridge slab/box under traffic block with the help of gunny bags/empty cement bags etc. The rate include filling of stone ballast into empty 10 cement bag/gunny bag and stacking at the different bridge location before traffic block where slab is to be placed and spreading the stone ballast over the slab after slab placement and its approached during traffic block as per direction of site-in-charge. The rate includes all lead, lift, ascend, descend, crossing of track etc etc. The empty cement /gunny bag will be supplied by the contractor which will be retained by the contractor after completion of work.

Transportation of all sorts of P.Waymaterials such asrails,switch,crossings,etc. 11 requiringuse of trailor and also ERC,bolts&nuts,bearing plates and other P.Waymaterials requiring use of truckincluding loading,unloading andstacking,seggregating etc. with alllead,lift,crossing of multiple trackswithin a free lead of 30m as perinstruction of Engineer at site. (b) For a distance above 20 Km and upto40 Km.[Per MTKM]

Shallow screening of track with one round of through packing and making up entire available cess as per procedure given in para 227 of IRPWM. [Shallow screening of P & C will be paid 1.5 times the strainght length of track]

Construction of water tight joint between box joints by concreting with M35 grade & grouting with non shrinkable cementitious grout by drilling holes in concrete fixing grouting nipple 13 (HDPE) injecting the grout mix under controlled condition, applying polysulphide compound in groove and sealing the joint by the compound of epoxy morter/chemicals in dry condition.All works to be completed in all respect as per approved drawing with all contractor's labours, materials, equipments etc as per direction of engineer-at-site.

Supply and fabrication of steel section (conforming to IS:2062-Gr B0) comprising of MS plates, angles, RSJ, channels etc. of different thicknesses and sizes for making built - up section of Riveted/welded steel bridge girder as per relevant RDSO Drg. CE's approved drg. The fabrication work is to be carried out as per IRS Steel Bridge Code IRS welded Bridge Code IRS B1-2001, IS-800, IS-814, IS-822 and IS -823 and to be done in any RDSO approved workshop, Necessary WPSS and QAP will be 15 prepared by the contractor at his own cost and to be got approved by RDSO before starting the fabrication work. The fabricated materials to be painted with one thick coat of Zinc chromate primer confirm to IS-104 at all the hidden portin prior to fixing the stiffeners and assembling of girder. The rate is inclusive of supply of structural steel section of grade (E250: B0) conforming to IS:2062-2006 and all other materials like paints, rivets, bolts with nuts & washers, labours, consumables and machineries and all other accessories required for fabrication as per IRS B1-201, IS-800, IRS Steel Bridge Code and IRS welded Bridge Code etc. Complete in all respects. The rate also includes cost of inspection, testing of girders in stages by RDSO/Lucknow. The rate also include the cost of loading of the girder at work shop, transportion to the approachable location nearer to the site feasible for loading on RLY B.F.R as decided by the Engg. In-charge and placing them without any infringement ot the running track with all lead, lift etc complete in all respect.(90% payment will be made after completion of these activities, remaining 10% will be paid after completion of erection of the girder). Note: I) The subject work is for Riveted/Welded plate girder as per RDSO/CE's relevant drawing with latest amendments wil be followed for fabricastion of girder steel conforming to IS: 2062-2006, Gr.B0 and should be fully kiled and fully normalised. All the steel materials required for girder shall be procured from integrated steel manufacturers approved by RDSO. II) All MS section to be supplied by the contractor should conform to IS:2062Gr. B0. In any case if Gr. B0 steel i.e. channel,joist,etc. is not available in market,then Gr. A steel may be used with prior permission of competent authority.

(USSOR ITEM NO. 022020) "Extra over item nos. 022011 to 022014 for executing the 16 work under water and/or liquid mud to compensate all additional arrangements including pumping out water as required.Note: The extra percentage rate is applicable only for the quantity of work executed under water. (Rate = 20% of Rate of Item no-022011 i.e.= Rs.42.07/Cum)."

C4-[Level Crossing Gate No. 115/E in the section KNJ-LGL]

Cost of Scrap Rail for Rail pilling. ( Rate taken as per Annx-1 of FWP-2025-26).

D1-[Level Crossing Gate No. 127/E in the section KNJ-LGL]

D2-[Level Crossing Gate No. 127/E in the section KNJ-LGL]

D3-[Level Crossing Gate No. 127/E in the section KNJ-LGL]

Providing of CC crib/Sleeper crib support to 5.80 m height as per RDSO standard drawing including placing sleeper base and top layers of sleepers as per working drawing and as 1 directed by the Engineer in charge including CI sheet shoring behind CC Cribs/Sleeper crib to retain earth in portion .Rate should include labour charge ,necessary bolts,nuts and other materials required for erecting the cribs ,cost for dismantling the same cribs after completion of the work including stacking dismantled materials at location specified by the engineer and free from any infringement etc.

Expansion joint treatement with 'SIKADUR COMBIFLEX' repair/grind the edges from 2 both sides with Sikadur-31, an epoxy adhesive cum repair mortar. Supply and apply of high performance joint sealing system 'Sikadur Combiflex SG' 2 mm thick and 200 mm wide to be qlued to the substrate with the help of epoxy adhesive 'Sikadur 31C ' @ 1.4 kg/RM for sealing of the joints on the joint and as per manufacturer's specification, complete in all respect.

Hiring charge for one 5 KVA D.G. set including fuel lubrication, oil operation and maintain with lighting arrangement by 6 nos. halogen with fittings and 2 nos. point fixing complete in all respect.

Supplying and fixing galvanised sheet/galvanised self supporting sheet in roofing 4 made from mild steel having thickness minimum 0.80BMT having coating of zinc/Aluminium+zinc including cutting to size and shape including cutting to size and shape including fixing. The rate shall include all cost of materials, taxes, labour, tools plants, fixture and machinery all lead and fit transportation,fixture etc complete and fixing as per direction of Engineer in charge at site.

Driving S.H. rails 90R/52kg or any section of rail below ground level across to Railway 5 Track during Power block time up to required depth as per direction of site in charge. The rate includes chiseling at one end with contractors own arrangement with derrick/rope/pully cap/monkey,cutting of rails, trolleying/leading of rails to the site etc. complete in all respect. The rail will be supplied by Railway free of cost.

Painting of Realistic image/ figures /scenery on 100 m2 the theme of Nature, 6 Greenery, Madhubani painting or similar types of hand paintihg etc. on the wall surface .with oil paint /synthetic enamel paint including back ground complete in all respect up to 6 mtr. height. The rate also includes to scrapping of the old painting, preparation of the base of surface & arrangement of temporary scaffolding etc. after completion of the work, scaffolding to the removed. The rate also includes supply of labours materials by the contractor with Iift & leads in all comolete.

Supply of loading of Stone boulders in RMC into any type of wagon, weight of each boulder not less than 30 kg and not more than 54 kg each. To be supplied from different quarry Mines 7 nearest to Railway station. Rate shall includeed all lead, lift, ascent, descend, crossing of Railway track & Royalty charges. Supply and loading of stone boulder approved quality in any type of RMC or wagon from any private quarry to different locations of Division as per direction of site in charge of Railway including lift, ascent, descent, crossing of railline, Royalty & other taxes including all to complete the work in all respect.

Assistance to crane work as directed by site in charge prior to crane work like preparation to base for prop. By dressing of earth filling and placing of sand bags at required distance from the bridge approach and cutting of holding down bolts before lifting of girder and also 8 after lifting of girder for proper seating of slab, cutting of other infringements like old pipes for shifting of cables etc. and dismantling of cribs prepared earlier. This includes lifting and placement of ballast/sand in bags in cess around bridge or assisting any other type of lifting of ballast/sand on the bridge and approaches. Assisting, unloading, loading, lifting, loading of different crane materials from the crane for crane working. (In unit Each = Operation)

Supplying and spreading the coarse sand/stone dust over R.C.C. Box and in foundation including compaction by machine means as approved by Railway Engineer at site. The work is to be done during traffic block.

Supplying and spreading of stone ballast over bridge slab/box under traffic block with the help of gunny bags/empty cement bags etc. The rate include filling of stone ballast into empty 10 cement bag/gunny bag and stacking at the different bridge location before traffic block where slab is to be placed and spreading the stone ballast over the slab after slab placement and its approached during traffic block as per direction of site-in-charge. The rate includes all lead, lift, ascend, descend, crossing of track etc etc. The empty cement /gunny bag will be supplied by the contractor which will be retained by the contractor after completion of work.

Transportation of all sorts of P.Waymaterials such asrails,switch,crossings,etc. 11 requiringuse of trailor and also ERC,bolts&nuts,bearing plates and other P.Waymaterials requiring use of truckincluding loading,unloading andstacking,seggregating etc. with alllead,lift,crossing of multiple trackswithin a free lead of 30m as perinstruction of Engineer at site. (b) For a distance above 20 Km and upto40 Km.[Per MTKM]

Shallow screening of track with one round of through packing and making up entire available cess as per procedure given in para 227 of IRPWM. [Shallow screening of P & C will be paid 1.5 times the strainght length of track]

Construction of water tight joint between box joints by concreting with M35 grade & grouting with non shrinkable cementitious grout by drilling holes in concrete fixing grouting nipple 13 (HDPE) injecting the grout mix under controlled condition, applying polysulphide compound in groove and sealing the joint by the compound of epoxy morter/chemicals in dry condition.All works to be completed in all respect as per approved drawing with all contractor's labours, materials, equipments etc as per direction of engineer-at-site.

Supply and fabrication of steel section (conforming to IS:2062-Gr B0) comprising of MS plates, angles, RSJ, channels etc. of different thicknesses and sizes for making built - up section of Riveted/welded steel bridge girder as per relevant RDSO Drg. CE's approved drg. The fabrication work is to be carried out as per IRS Steel Bridge Code IRS welded Bridge Code IRS B1-2001, IS-800, IS-814, IS-822 and IS -823 and to be done in any RDSO approved workshop, Necessary WPSS and QAP will be 15 prepared by the contractor at his own cost and to be got approved by RDSO before starting the fabrication work. The fabricated materials to be painted with one thick coat of Zinc chromate primer confirm to IS-104 at all the hidden portin prior to fixing the stiffeners and assembling of girder. The rate is inclusive of supply of structural steel section of grade (E250: B0) conforming to IS:2062-2006 and all other materials like paints, rivets, bolts with nuts & washers, labours, consumables and machineries and all other accessories required for fabrication as per IRS B1-201, IS-800, IRS Steel Bridge Code and IRS welded Bridge Code etc. Complete in all respects. The rate also includes cost of inspection, testing of girders in stages by RDSO/Lucknow. The rate also include the cost of loading of the girder at work shop, transportion to the approachable location nearer to the site feasible for loading on RLY B.F.R as decided by the Engg. In-charge and placing them without any infringement ot the running track with all lead, lift etc complete in all respect.(90% payment will be made after completion of these activities, remaining 10% will be paid after completion of erection of the girder). Note: I) The subject work is for Riveted/Welded plate girder as per RDSO/CE's relevant drawing with latest amendments wil be followed for fabricastion of girder steel conforming to IS: 2062-2006, Gr.B0 and should be fully kiled and fully normalised. All the steel materials required for girder shall be procured from integrated steel manufacturers approved by RDSO. II) All MS section to be supplied by the contractor should conform to IS:2062Gr. B0. In any case if Gr. B0 steel i.e. channel,joist,etc. is not available in market,then Gr. A steel may be used with prior permission of competent authority.

(USSOR ITEM NO. 022020) "Extra over item nos. 022011 to 022014 for executing the 16 work under water and/or liquid mud to compensate all additional arrangements including pumping out water as required.Note: The extra percentage rate is applicable only for the quantity of work executed under water. (Rate = 20% of Rate of Item no-022011 i.e.= Rs.42.07/Cum)."

D4-[Level Crossing Gate No. 127/E in the section KNJ-LGL]

Cost of Scrap Rail for Rail pilling. ( Rate taken as per Annx-1 of FWP-2025-26).

E1-[Level Crossing Gate No. 104/E in the section KNJ-LGL]

E2-[Level Crossing Gate No. 104/E in the section KNJ-LGL]

E3-[Level Crossing Gate No. 104/E in the section KNJ-LGL]

Providing of CC crib/Sleeper crib support to 5.80 m height as per RDSO standard drawing including placing sleeper base and top layers of sleepers as per working drawing and as 1 directed by the Engineer in charge including CI sheet shoring behind CC Cribs/Sleeper crib to retain earth in portion .Rate should include labour charge ,necessary bolts,nuts and other materials required for erecting the cribs ,cost for dismantling the same cribs after completion of the work including stacking dismantled materials at location specified by the engineer and free from any infringement etc.

Expansion joint treatement with 'SIKADUR COMBIFLEX' repair/grind the edges from 2 both sides with Sikadur-31, an epoxy adhesive cum repair mortar. Supply and apply of high performance joint sealing system 'Sikadur Combiflex SG' 2 mm thick and 200 mm wide to be qlued to the substrate with the help of epoxy adhesive 'Sikadur 31C ' @ 1.4 kg/RM for sealing of the joints on the joint and as per manufacturer's specification, complete in all respect.

Hiring charge for one 5 KVA D.G. set including fuel lubrication, oil operation and maintain with lighting arrangement by 6 nos. halogen with fittings and 2 nos. point fixing complete in all respect.

Supplying and fixing galvanised sheet/galvanised self supporting sheet in roofing 4 made from mild steel having thickness minimum 0.80BMT having coating of zinc/Aluminium+zinc including cutting to size and shape including cutting to size and shape including fixing. The rate shall include all cost of materials, taxes, labour, tools plants, fixture and machinery all lead and fit transportation,fixture etc complete and fixing as per direction of Engineer in charge at site.

Driving S.H. rails 90R/52kg or any section of rail below ground level across to Railway 5 Track during Power block time up to required depth as per direction of site in charge. The rate includes chiseling at one end with contractors own arrangement with derrick/rope/pully cap/monkey,cutting of rails, trolleying/leading of rails to the site etc. complete in all respect. The rail will be supplied by Railway free of cost.

Painting of Realistic image/ figures /scenery on 100 m2 the theme of Nature, 6 Greenery, Madhubani painting or similar types of hand paintihg etc. on the wall surface .with oil paint /synthetic enamel paint including back ground complete in all respect up to 6 mtr. height. The rate also includes to scrapping of the old painting, preparation of the base of surface & arrangement of temporary scaffolding etc. after completion of the work, scaffolding to the removed. The rate also includes supply of labours materials by the contractor with Iift & leads in all comolete.

Supply of loading of Stone boulders in RMC into any type of wagon, weight of each boulder not less than 30 kg and not more than 54 kg each. To be supplied from different quarry Mines 7 nearest to Railway station. Rate shall includeed all lead, lift, ascent, descend, crossing of Railway track & Royalty charges. Supply and loading of stone boulder approved quality in any type of RMC or wagon from any private quarry to different locations of Division as per direction of site in charge of Railway including lift, ascent, descent, crossing of railline, Royalty & other taxes including all to complete the work in all respect.

Assistance to crane work as directed by site in charge prior to crane work like preparation to base for prop. By dressing of earth filling and placing of sand bags at required distance from the bridge approach and cutting of holding down bolts before lifting of girder and also 8 after lifting of girder for proper seating of slab, cutting of other infringements like old pipes for shifting of cables etc. and dismantling of cribs prepared earlier. This includes lifting and placement of ballast/sand in bags in cess around bridge or assisting any other type of lifting of ballast/sand on the bridge and approaches. Assisting, unloading, loading, lifting, loading of different crane materials from the crane for crane working. (In unit Each = Operation)

Supplying and spreading the coarse sand/stone dust over R.C.C. Box and in foundation including compaction by machine means as approved by Railway Engineer at site. The work is to be done during traffic block.

Supplying and spreading of stone ballast over bridge slab/box under traffic block with the help of gunny bags/empty cement bags etc. The rate include filling of stone ballast into empty 10 cement bag/gunny bag and stacking at the different bridge location before traffic block where slab is to be placed and spreading the stone ballast over the slab after slab placement and its approached during traffic block as per direction of site-in-charge. The rate includes all lead, lift, ascend, descend, crossing of track etc etc. The empty cement /gunny bag will be supplied by the contractor which will be retained by the contractor after completion of work.

Transportation of all sorts of P.Waymaterials such asrails,switch,crossings,etc. 11 requiringuse of trailor and also ERC,bolts&nuts,bearing plates and other P.Waymaterials requiring use of truckincluding loading,unloading andstacking,seggregating etc. with alllead,lift,crossing of multiple trackswithin a free lead of 30m as perinstruction of Engineer at site. (b) For a distance above 20 Km and upto40 Km.[Per MTKM]

Shallow screening of track with one round of through packing and making up entire available cess as per procedure given in para 227 of IRPWM. [Shallow screening of P & C will be paid 1.5 times the strainght length of track]

Construction of water tight joint between box joints by concreting with M35 grade & grouting with non shrinkable cementitious grout by drilling holes in concrete fixing grouting nipple 13 (HDPE) injecting the grout mix under controlled condition, applying polysulphide compound in groove and sealing the joint by the compound of epoxy morter/chemicals in dry condition.All works to be completed in all respect as per approved drawing with all contractor's labours, materials, equipments etc as per direction of engineer-at-site.

Supply and fabrication of steel section (conforming to IS:2062-Gr B0) comprising of MS plates, angles, RSJ, channels etc. of different thicknesses and sizes for making built - up section of Riveted/welded steel bridge girder as per relevant RDSO Drg. CE's approved drg. The fabrication work is to be carried out as per IRS Steel Bridge Code IRS welded Bridge Code IRS B1-2001, IS-800, IS-814, IS-822 and IS -823 and to be done in any RDSO approved workshop, Necessary WPSS and QAP will be 15 prepared by the contractor at his own cost and to be got approved by RDSO before starting the fabrication work. The fabricated materials to be painted with one thick coat of Zinc chromate primer confirm to IS-104 at all the hidden portin prior to fixing the stiffeners and assembling of girder. The rate is inclusive of supply of structural steel section of grade (E250: B0) conforming to IS:2062-2006 and all other materials like paints, rivets, bolts with nuts & washers, labours, consumables and machineries and all other accessories required for fabrication as per IRS B1-201, IS-800, IRS Steel Bridge Code and IRS welded Bridge Code etc. Complete in all respects. The rate also includes cost of inspection, testing of girders in stages by RDSO/Lucknow. The rate also include the cost of loading of the girder at work shop, transportion to the approachable location nearer to the site feasible for loading on RLY B.F.R as decided by the Engg. In-charge and placing them without any infringement ot the running track with all lead, lift etc complete in all respect.(90% payment will be made after completion of these activities, remaining 10% will be paid after completion of erection of the girder). Note: I) The subject work is for Riveted/Welded plate girder as per RDSO/CE's relevant drawing with latest amendments wil be followed for fabricastion of girder steel conforming to IS: 2062-2006, Gr.B0 and should be fully kiled and fully normalised. All the steel materials required for girder shall be procured from integrated steel manufacturers approved by RDSO. II) All MS section to be supplied by the contractor should conform to IS:2062Gr. B0. In any case if Gr. B0 steel i.e. channel,joist,etc. is not available in market,then Gr. A steel may be used with prior permission of competent authority.

(USSOR ITEM NO. 022020) "Extra over item nos. 022011 to 022014 for executing the 16 work under water and/or liquid mud to compensate all additional arrangements including pumping out water as required.Note: The extra percentage rate is applicable only for the quantity of work executed under water. (Rate = 20% of Rate of Item no-022011 i.e.= Rs.42.07/Cum)."

E4-[Level Crossing Gate No. 104/E in the section KNJ-LGL]

Cost of Scrap Rail for Rail pilling. ( Rate taken as per Annx-1 of FWP-2025-26).

F1-[Level Crossing Gate No. 126/E in the section KNJ-LGL]

F2-[Level Crossing Gate No. 126/E in the section KNJ-LGL]

F3-[Level Crossing Gate No. 126/E in the section KNJ-LGL]

Providing of CC crib/Sleeper crib support to 5.80 m height as per RDSO standard drawing including placing sleeper base and top layers of sleepers as per working drawing and as 1 directed by the Engineer in charge including CI sheet shoring behind CC Cribs/Sleeper crib to retain earth in portion .Rate should include labour charge ,necessary bolts,nuts and other materials required for erecting the cribs ,cost for dismantling the same cribs after completion of the work including stacking dismantled materials at location specified by the engineer and free from any infringement etc.

Expansion joint treatement with 'SIKADUR COMBIFLEX' repair/grind the edges from 2 both sides with Sikadur-31, an epoxy adhesive cum repair mortar. Supply and apply of high performance joint sealing system 'Sikadur Combiflex SG' 2 mm thick and 200 mm wide to be qlued to the substrate with the help of epoxy adhesive 'Sikadur 31C ' @ 1.4 kg/RM for sealing of the joints on the joint and as per manufacturer's specification, complete in all respect.

Hiring charge for one 5 KVA D.G. set including fuel lubrication, oil operation and maintain with lighting arrangement by 6 nos. halogen with fittings and 2 nos. point fixing complete in all respect.

Supplying and fixing galvanised sheet/galvanised self supporting sheet in roofing 4 made from mild steel having thickness minimum 0.80BMT having coating of zinc/Aluminium+zinc including cutting to size and shape including cutting to size and shape including fixing. The rate shall include all cost of materials, taxes, labour, tools plants, fixture and machinery all lead and fit transportation,fixture etc complete and fixing as per direction of Engineer in charge at site.

Driving S.H. rails 90R/52kg or any section of rail below ground level across to Railway 5 Track during Power block time up to required depth as per direction of site in charge. The rate includes chiseling at one end with contractors own arrangement with derrick/rope/pully cap/monkey,cutting of rails, trolleying/leading of rails to the site etc. complete in all respect. The rail will be supplied by Railway free of cost.

Painting of Realistic image/ figures /scenery on 100 m2 the theme of Nature, 6 Greenery, Madhubani painting or similar types of hand paintihg etc. on the wall surface .with oil paint /synthetic enamel paint including back ground complete in all respect up to 6 mtr. height. The rate also includes to scrapping of the old painting, preparation of the base of surface & arrangement of temporary scaffolding etc. after completion of the work, scaffolding to the removed. The rate also includes supply of labours materials by the contractor with Iift & leads in all comolete.

Supply of loading of Stone boulders in RMC into any type of wagon, weight of each boulder not less than 30 kg and not more than 54 kg each. To be supplied from different quarry Mines 7 nearest to Railway station. Rate shall includeed all lead, lift, ascent, descend, crossing of Railway track & Royalty charges. Supply and loading of stone boulder approved quality in any type of RMC or wagon from any private quarry to different locations of Division as per direction of site in charge of Railway including lift, ascent, descent, crossing of railline, Royalty & other taxes including all to complete the work in all respect.

Assistance to crane work as directed by site in charge prior to crane work like preparation to base for prop. By dressing of earth filling and placing of sand bags at required distance from the bridge approach and cutting of holding down bolts before lifting of girder and also 8 after lifting of girder for proper seating of slab, cutting of other infringements like old pipes for shifting of cables etc. and dismantling of cribs prepared earlier. This includes lifting and placement of ballast/sand in bags in cess around bridge or assisting any other type of lifting of ballast/sand on the bridge and approaches. Assisting, unloading, loading, lifting, loading of different crane materials from the crane for crane working. (In unit Each = Operation)

Supplying and spreading the coarse sand/stone dust over R.C.C. Box and in foundation including compaction by machine means as approved by Railway Engineer at site. The work is to be done during traffic block.

Supplying and spreading of stone ballast over bridge slab/box under traffic block with the help of gunny bags/empty cement bags etc. The rate include filling of stone ballast into empty 10 cement bag/gunny bag and stacking at the different bridge location before traffic block where slab is to be placed and spreading the stone ballast over the slab after slab placement and its approached during traffic block as per direction of site-in-charge. The rate includes all lead, lift, ascend, descend, crossing of track etc etc. The empty cement /gunny bag will be supplied by the contractor which will be retained by the contractor after completion of work.

Transportation of all sorts of P.Waymaterials such asrails,switch,crossings,etc. 11 requiringuse of trailor and also ERC,bolts&nuts,bearing plates and other P.Waymaterials requiring use of truckincluding loading,unloading andstacking,seggregating etc. with alllead,lift,crossing of multiple trackswithin a free lead of 30m as perinstruction of Engineer at site. (b) For a distance above 20 Km and upto40 Km.[Per MTKM]

Shallow screening of track with one round of through packing and making up entire available cess as per procedure given in para 227 of IRPWM. [Shallow screening of P & C will be paid 1.5 times the strainght length of track]

Construction of water tight joint between box joints by concreting with M35 grade & grouting with non shrinkable cementitious grout by drilling holes in concrete fixing grouting nipple 13 (HDPE) injecting the grout mix under controlled condition, applying polysulphide compound in groove and sealing the joint by the compound of epoxy morter/chemicals in dry condition.All works to be completed in all respect as per approved drawing with all contractor's labours, materials, equipments etc as per direction of engineer-at-site.

Supply and fabrication of steel section (conforming to IS:2062-Gr B0) comprising of MS plates, angles, RSJ, channels etc. of different thicknesses and sizes for making built - up section of Riveted/welded steel bridge girder as per relevant RDSO Drg. CE's approved drg. The fabrication work is to be carried out as per IRS Steel Bridge Code IRS welded Bridge Code IRS B1-2001, IS-800, IS-814, IS-822 and IS -823 and to be done in any RDSO approved workshop, Necessary WPSS and QAP will be 15 prepared by the contractor at his own cost and to be got approved by RDSO before starting the fabrication work. The fabricated materials to be painted with one thick coat of Zinc chromate primer confirm to IS-104 at all the hidden portin prior to fixing the stiffeners and assembling of girder. The rate is inclusive of supply of structural steel section of grade (E250: B0) conforming to IS:2062-2006 and all other materials like paints, rivets, bolts with nuts & washers, labours, consumables and machineries and all other accessories required for fabrication as per IRS B1-201, IS-800, IRS Steel Bridge Code and IRS welded Bridge Code etc. Complete in all respects. The rate also includes cost of inspection, testing of girders in stages by RDSO/Lucknow. The rate also include the cost of loading of the girder at work shop, transportion to the approachable location nearer to the site feasible for loading on RLY B.F.R as decided by the Engg. In-charge and placing them without any infringement ot the running track with all lead, lift etc complete in all respect.(90% payment will be made after completion of these activities, remaining 10% will be paid after completion of erection of the girder). Note: I) The subject work is for Riveted/Welded plate girder as per RDSO/CE's relevant drawing with latest amendments wil be followed for fabricastion of girder steel conforming to IS: 2062-2006, Gr.B0 and should be fully kiled and fully normalised. All the steel materials required for girder shall be procured from integrated steel manufacturers approved by RDSO. II) All MS section to be supplied by the contractor should conform to IS:2062Gr. B0. In any case if Gr. B0 steel i.e. channel,joist,etc. is not available in market,then Gr. A steel may be used with prior permission of competent authority.

(USSOR ITEM NO. 022020) "Extra over item nos. 022011 to 022014 for executing the 16 work under water and/or liquid mud to compensate all additional arrangements including pumping out water as required.Note: The extra percentage rate is applicable only for the quantity of work executed under water. (Rate = 20% of Rate of Item no-022011 i.e.= Rs.42.07/Cum)."

F4-[Level Crossing Gate No. 126/E in the section KNJ-LGL]

Cost of Scrap Rail for Rail pilling. ( Rate taken as per Annx-1 of FWP-2025-26).

G1-[Level Crossing Gate No. 135/E in the section KNJ-LGL]

G2-[Level Crossing Gate No. 135/E in the section KNJ-LGL]

G3-[Level Crossing Gate No. 135/E in the section KNJ-LGL]

Providing of CC crib/Sleeper crib support to 5.80 m height as per RDSO standard drawing including placing sleeper base and top layers of sleepers as per working drawing and as 1 directed by the Engineer in charge including CI sheet shoring behind CC Cribs/Sleeper crib to retain earth in portion .Rate should include labour charge ,necessary bolts,nuts and other materials required for erecting the cribs ,cost for dismantling the same cribs after completion of the work including stacking dismantled materials at location specified by the engineer and free from any infringement etc.

Expansion joint treatement with 'SIKADUR COMBIFLEX' repair/grind the edges from 2 both sides with Sikadur-31, an epoxy adhesive cum repair mortar. Supply and apply of high performance joint sealing system 'Sikadur Combiflex SG' 2 mm thick and 200 mm wide to be qlued to the substrate with the help of epoxy adhesive 'Sikadur 31C ' @ 1.4 kg/RM for sealing of the joints on the joint and as per manufacturer's specification, complete in all respect.

Hiring charge for one 5 KVA D.G. set including fuel lubrication, oil operation and maintain with lighting arrangement by 6 nos. halogen with fittings and 2 nos. point fixing complete in all respect.

Supplying and fixing galvanised sheet/galvanised self supporting sheet in roofing 4 made from mild steel having thickness minimum 0.80BMT having coating of zinc/Aluminium+zinc including cutting to size and shape including cutting to size and shape including fixing. The rate shall include all cost of materials, taxes, labour, tools plants, fixture and machinery all lead and fit transportation,fixture etc complete and fixing as per direction of Engineer in charge at site.

Driving S.H. rails 90R/52kg or any section of rail below ground level across to Railway 5 Track during Power block time up to required depth as per direction of site in charge. The rate includes chiseling at one end with contractors own arrangement with derrick/rope/pully cap/monkey,cutting of rails, trolleying/leading of rails to the site etc. complete in all respect. The rail will be supplied by Railway free of cost.

Painting of Realistic image/ figures /scenery on 100 m2 the theme of Nature, 6 Greenery, Madhubani painting or similar types of hand paintihg etc. on the wall surface .with oil paint /synthetic enamel paint including back ground complete in all respect up to 6 mtr. height. The rate also includes to scrapping of the old painting, preparation of the base of surface & arrangement of temporary scaffolding etc. after completion of the work, scaffolding to the removed. The rate also includes supply of labours materials by the contractor with Iift & leads in all comolete.

Supply of loading of Stone boulders in RMC into any type of wagon, weight of each boulder not less than 30 kg and not more than 54 kg each. To be supplied from different quarry Mines 7 nearest to Railway station. Rate shall includeed all lead, lift, ascent, descend, crossing of Railway track & Royalty charges. Supply and loading of stone boulder approved quality in any type of RMC or wagon from any private quarry to different locations of Division as per direction of site in charge of Railway including lift, ascent, descent, crossing of railline, Royalty & other taxes including all to complete the work in all respect.

Assistance to crane work as directed by site in charge prior to crane work like preparation to base for prop. By dressing of earth filling and placing of sand bags at required distance from the bridge approach and cutting of holding down bolts before lifting of girder and also 8 after lifting of girder for proper seating of slab, cutting of other infringements like old pipes for shifting of cables etc. and dismantling of cribs prepared earlier. This includes lifting and placement of ballast/sand in bags in cess around bridge or assisting any other type of lifting of ballast/sand on the bridge and approaches. Assisting, unloading, loading, lifting, loading of different crane materials from the crane for crane working. (In unit Each = Operation)

Supplying and spreading the coarse sand/stone dust over R.C.C. Box and in foundation including compaction by machine means as approved by Railway Engineer at site. The work is to be done during traffic block.

Supplying and spreading of stone ballast over bridge slab/box under traffic block with the help of gunny bags/empty cement bags etc. The rate include filling of stone ballast into empty 10 cement bag/gunny bag and stacking at the different bridge location before traffic block where slab is to be placed and spreading the stone ballast over the slab after slab placement and its approached during traffic block as per direction of site-in-charge. The rate includes all lead, lift, ascend, descend, crossing of track etc etc. The empty cement /gunny bag will be supplied by the contractor which will be retained by the contractor after completion of work.

Transportation of all sorts of P.Waymaterials such asrails,switch,crossings,etc. 11 requiringuse of trailor and also ERC,bolts&nuts,bearing plates and other P.Waymaterials requiring use of truckincluding loading,unloading andstacking,seggregating etc. with alllead,lift,crossing of multiple trackswithin a free lead of 30m as perinstruction of Engineer at site. (b) For a distance above 20 Km and upto40 Km.[Per MTKM]

Shallow screening of track with one round of through packing and making up entire available cess as per procedure given in para 227 of IRPWM. [Shallow screening of P & C will be paid 1.5 times the strainght length of track]

Construction of water tight joint between box joints by concreting with M35 grade & grouting with non shrinkable cementitious grout by drilling holes in concrete fixing grouting nipple 13 (HDPE) injecting the grout mix under controlled condition, applying polysulphide compound in groove and sealing the joint by the compound of epoxy morter/chemicals in dry condition.All works to be completed in all respect as per approved drawing with all contractor's labours, materials, equipments etc as per direction of engineer-at-site.

Supply and fabrication of steel section (conforming to IS:2062-Gr B0) comprising of MS plates, angles, RSJ, channels etc. of different thicknesses and sizes for making built - up section of Riveted/welded steel bridge girder as per relevant RDSO Drg. CE's approved drg. The fabrication work is to be carried out as per IRS Steel Bridge Code IRS welded Bridge Code IRS B1-2001, IS-800, IS-814, IS-822 and IS -823 and to be done in any RDSO approved workshop, Necessary WPSS and QAP will be 15 prepared by the contractor at his own cost and to be got approved by RDSO before starting the fabrication work. The fabricated materials to be painted with one thick coat of Zinc chromate primer confirm to IS-104 at all the hidden portin prior to fixing the stiffeners and assembling of girder. The rate is inclusive of supply of structural steel section of grade (E250: B0) conforming to IS:2062-2006 and all other materials like paints, rivets, bolts with nuts & washers, labours, consumables and machineries and all other accessories required for fabrication as per IRS B1-201, IS-800, IRS Steel Bridge Code and IRS welded Bridge Code etc. Complete in all respects. The rate also includes cost of inspection, testing of girders in stages by RDSO/Lucknow. The rate also include the cost of loading of the girder at work shop, transportion to the approachable location nearer to the site feasible for loading on RLY B.F.R as decided by the Engg. In-charge and placing them without any infringement ot the running track with all lead, lift etc complete in all respect.(90% payment will be made after completion of these activities, remaining 10% will be paid after completion of erection of the girder). Note: I) The subject work is for Riveted/Welded plate girder as per RDSO/CE's relevant drawing with latest amendments wil be followed for fabricastion of girder steel conforming to IS: 2062-2006, Gr.B0 and should be fully kiled and fully normalised. All the steel materials required for girder shall be procured from integrated steel manufacturers approved by RDSO. II) All MS section to be supplied by the contractor should conform to IS:2062Gr. B0. In any case if Gr. B0 steel i.e. channel,joist,etc. is not available in market,then Gr. A steel may be used with prior permission of competent authority.

(USSOR ITEM NO. 022020) "Extra over item nos. 022011 to 022014 for executing the 16 work under water and/or liquid mud to compensate all additional arrangements including pumping out water as required.Note: The extra percentage rate is applicable only for the quantity of work executed under water. (Rate = 20% of Rate of Item no-022011 i.e.= Rs.42.07/Cum)."

G4-[Level Crossing Gate No. 135/E in the section KNJ-LGL]

Cost of Scrap Rail for Rail pilling. ( Rate taken as per Annx-1 of FWP-2025-26).

H1-[Level Crossing Gate No. 129/E in the section KNJ-LGL]

H2-[Level Crossing Gate No. 129/E in the section KNJ-LGL]

H3-[Level Crossing Gate No. 129/E in the section KNJ-LGL]

Providing of CC crib/Sleeper crib support to 5.80 m height as per RDSO standard drawing including placing sleeper base and top layers of sleepers as per working drawing and as 1 directed by the Engineer in charge including CI sheet shoring behind CC Cribs/Sleeper crib to retain earth in portion .Rate should include labour charge ,necessary bolts,nuts and other materials required for erecting the cribs ,cost for dismantling the same cribs after completion of the work including stacking dismantled materials at location specified by the engineer and free from any infringement etc.

Expansion joint treatement with 'SIKADUR COMBIFLEX' repair/grind the edges from 2 both sides with Sikadur-31, an epoxy adhesive cum repair mortar. Supply and apply of high performance joint sealing system 'Sikadur Combiflex SG' 2 mm thick and 200 mm wide to be qlued to the substrate with the help of epoxy adhesive 'Sikadur 31C ' @ 1.4 kg/RM for sealing of the joints on the joint and as per manufacturer's specification, complete in all respect.

Hiring charge for one 5 KVA D.G. set including fuel lubrication, oil operation and maintain with lighting arrangement by 6 nos. halogen with fittings and 2 nos. point fixing complete in all respect.

Supplying and fixing galvanised sheet/galvanised self supporting sheet in roofing 4 made from mild steel having thickness minimum 0.80BMT having coating of zinc/Aluminium+zinc including cutting to size and shape including cutting to size and shape including fixing. The rate shall include all cost of materials, taxes, labour, tools plants, fixture and machinery all lead and fit transportation,fixture etc complete and fixing as per direction of Engineer in charge at site.

Driving S.H. rails 90R/52kg or any section of rail below ground level across to Railway 5 Track during Power block time up to required depth as per direction of site in charge. The rate includes chiseling at one end with contractors own arrangement with derrick/rope/pully cap/monkey,cutting of rails, trolleying/leading of rails to the site etc. complete in all respect. The rail will be supplied by Railway free of cost.

Painting of Realistic image/ figures /scenery on 100 m2 the theme of Nature, 6 Greenery, Madhubani painting or similar types of hand paintihg etc. on the wall surface .with oil paint /synthetic enamel paint including back ground complete in all respect up to 6 mtr. height. The rate also includes to scrapping of the old painting, preparation of the base of surface & arrangement of temporary scaffolding etc. after completion of the work, scaffolding to the removed. The rate also includes supply of labours materials by the contractor with Iift & leads in all comolete.

Supply of loading of Stone boulders in RMC into any type of wagon, weight of each boulder not less than 30 kg and not more than 54 kg each. To be supplied from different quarry Mines 7 nearest to Railway station. Rate shall includeed all lead, lift, ascent, descend, crossing of Railway track & Royalty charges. Supply and loading of stone boulder approved quality in any type of RMC or wagon from any private quarry to different locations of Division as per direction of site in charge of Railway including lift, ascent, descent, crossing of railline, Royalty & other taxes including all to complete the work in all respect.

Assistance to crane work as directed by site in charge prior to crane work like preparation to base for prop. By dressing of earth filling and placing of sand bags at required distance from the bridge approach and cutting of holding down bolts before lifting of girder and also 8 after lifting of girder for proper seating of slab, cutting of other infringements like old pipes for shifting of cables etc. and dismantling of cribs prepared earlier. This includes lifting and placement of ballast/sand in bags in cess around bridge or assisting any other type of lifting of ballast/sand on the bridge and approaches. Assisting, unloading, loading, lifting, loading of different crane materials from the crane for crane working. (In unit Each = Operation)

Supplying and spreading the coarse sand/stone dust over R.C.C. Box and in foundation including compaction by machine means as approved by Railway Engineer at site. The work is to be done during traffic block.

Supplying and spreading of stone ballast over bridge slab/box under traffic block with the help of gunny bags/empty cement bags etc. The rate include filling of stone ballast into empty 10 cement bag/gunny bag and stacking at the different bridge location before traffic block where slab is to be placed and spreading the stone ballast over the slab after slab placement and its approached during traffic block as per direction of site-in-charge. The rate includes all lead, lift, ascend, descend, crossing of track etc etc. The empty cement /gunny bag will be supplied by the contractor which will be retained by the contractor after completion of work.

Transportation of all sorts of P.Waymaterials such asrails,switch,crossings,etc. 11 requiringuse of trailor and also ERC,bolts&nuts,bearing plates and other P.Waymaterials requiring use of truckincluding loading,unloading andstacking,seggregating etc. with alllead,lift,crossing of multiple trackswithin a free lead of 30m as perinstruction of Engineer at site. (b) For a distance above 20 Km and upto40 Km.[Per MTKM]

Shallow screening of track with one round of through packing and making up entire available cess as per procedure given in para 227 of IRPWM. [Shallow screening of P & C will be paid 1.5 times the strainght length of track]

Construction of water tight joint between box joints by concreting with M35 grade & grouting with non shrinkable cementitious grout by drilling holes in concrete fixing grouting nipple 13 (HDPE) injecting the grout mix under controlled condition, applying polysulphide compound in groove and sealing the joint by the compound of epoxy morter/chemicals in dry condition.All works to be completed in all respect as per approved drawing with all contractor's labours, materials, equipments etc as per direction of engineer-at-site.

Supply and fabrication of steel section (conforming to IS:2062-Gr B0) comprising of MS plates, angles, RSJ, channels etc. of different thicknesses and sizes for making built - up section of Riveted/welded steel bridge girder as per relevant RDSO Drg. CE's approved drg. The fabrication work is to be carried out as per IRS Steel Bridge Code IRS welded Bridge Code IRS B1-2001, IS-800, IS-814, IS-822 and IS -823 and to be done in any RDSO approved workshop, Necessary WPSS and QAP will be 15 prepared by the contractor at his own cost and to be got approved by RDSO before starting the fabrication work. The fabricated materials to be painted with one thick coat of Zinc chromate primer confirm to IS-104 at all the hidden portin prior to fixing the stiffeners and assembling of girder. The rate is inclusive of supply of structural steel section of grade (E250: B0) conforming to IS:2062-2006 and all other materials like paints, rivets, bolts with nuts & washers, labours, consumables and machineries and all other accessories required for fabrication as per IRS B1-201, IS-800, IRS Steel Bridge Code and IRS welded Bridge Code etc. Complete in all respects. The rate also includes cost of inspection, testing of girders in stages by RDSO/Lucknow. The rate also include the cost of loading of the girder at work shop, transportion to the approachable location nearer to the site feasible for loading on RLY B.F.R as decided by the Engg. In-charge and placing them without any infringement ot the running track with all lead, lift etc complete in all respect.(90% payment will be made after completion of these activities, remaining 10% will be paid after completion of erection of the girder). Note: I) The subject work is for Riveted/Welded plate girder as per RDSO/CE's relevant drawing with latest amendments wil be followed for fabricastion of girder steel conforming to IS: 2062-2006, Gr.B0 and should be fully kiled and fully normalised. All the steel materials required for girder shall be procured from integrated steel manufacturers approved by RDSO. II) All MS section to be supplied by the contractor should conform to IS:2062Gr. B0. In any case if Gr. B0 steel i.e. channel,joist,etc. is not available in market,then Gr. A steel may be used with prior permission of competent authority.

(USSOR ITEM NO. 022020) "Extra over item nos. 022011 to 022014 for executing the 16 work under water and/or liquid mud to compensate all additional arrangements including pumping out water as required.Note: The extra percentage rate is applicable only for the quantity of work executed under water. (Rate = 20% of Rate of Item no-022011 i.e.= Rs.42.07/Cum)."

H4-[Level Crossing Gate No. 129/E in the section KNJ-LGL]

Cost of Scrap Rail for Rail pilling. ( Rate taken as per Annx-1 of FWP-2025-26).

Item Breakup - A1-[Level Crossing Gate No. 102/E in the section KNJ-LGL]

Item Breakup - A2-[Level Crossing Gate No. 102/E in the section KNJ-LGL]

With provision of one 50mm wide Metre retro-reflective tape in horizontal direction, duly secured/tight with vertical posts.

Supplying, driving and erecting in all Metre types of soils, hard wood pile 5m to 7m long without joint, 125mm average dia. for protection of bank slope including two coats of coal tar paint complete, as directed. Note: Payment will be made as per actual driven length of pile.

Driving rails 90R/52 Kg section Metre below average ground level within the slope/toe of embankment including making of nose with contractor's own arrangement complete in all respect Note: Payment will be made as per actual driven length of rail which will be supplied free by Railways at the site of work.

Shoring with 'Z' section MS sheet Sqm piles side by side in all kinds of soil mechanically or manually as per approved drawing with contractor's own arrangement complete in all respects and removal of sheet piles after completion of the work as directed by engineer in-charge Note: Payment will be made as per actual driven length of pile. Total 1572892.72 Item- 2 Bridge Works Substructure S No. Item No Description of Item Unit Qty Rate Amount ER HQ-ENGINEERING/EASTERN RLY Earthwork in excavation by mechanical means (Hydraulic Excavator)/Manual Means for foundations and floors of the bridges, retaining walls etc. including setting out, dressing of sides, ramming of bottom, getting out the excavated material, back filling in layers with approved material and consolidation of the layers by ramming and watering etc. including all lift, disposal of surplus soil up to a lead of 300m, all types of shoring and strutting with all labour and material complete as per drawing and technical specification as directed by Engineer in charge. Note: This item will be used for excavation work in connection with other miscellaneous works also like side drains, foundation for OHE masts and other miscellaneous structures in connection with Gauge Conversion, Doubling, New lines.

All kinds of soils Providing and laying in position Plain cement concrete of specified Nominal Mix f o r miscellaneous works like side drains, foundation for OHE masts and other miscellaneous structures excluding the cost of Cement, centering and shuttering - All work up to plinth level :

1:1½:3 (1 Cement: 1½ coarse sand cum (zone-III) : 3 graded stone aggregate 20 mm nominal size)

1:2:4 (1 cement : 2 coarse sand cum (zone-III) : 4 graded stone aggregate 20 mm nominal size)

Providing and laying in position cum machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality in RCC raft foundation & Pile cap including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. N o t e : 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item. ER HQ-ENGINEERING/EASTERN RLY Providing and laying in position machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality for the following Reinforced cement concrete structural elements up to height of 9.0 m from foundation top level, including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. N o t e : 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item.

Wing wall and Return wall

P r o v i d i n g and casting machine cum batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix, mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants, (Cast in-Situ/Pre-cast) in bottom/top slab, side walls, toe wall and sumps haunch filling head walls, thrust bed or any other component using 20mm graded crushed stone aggregate and coarse sand of approved quality of RCC box of any size including finishing, Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability, complete as per drawings and technical specifications as directed by Engineer in charge. N o t e : 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons at the stage of Mix Design and in that case deduction shall be made as per relevant item. ER HQ-ENGINEERING/EASTERN RLY

Providing and applying two coats of Sqm coal tar or bitumen confirming to IS:3117- latest version on the top and sides of RCC box/slabs @ 1.70 kg/sqm after cleaning the surface with all labour and materials complete job as directed by the Engineer. Centering and shuttering including strutting, propping etc. and removal of form for :

All types of bridge sub-structures, Sqm e.g. pier, abutment, wing wall, retaining wall, RCC box type foundations, Abutment cap, Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc. up to 5m above ground level

Extra for additional height over item Sqm no. 025031 & 025032 wherever required with adequate bracing, propping etc. over initial height of 5 metres for every additional height of 1 metre or part thereof. Supply and using Cement at Worksite

Ordinary Portland Cement 53 grade MT of approved brands/makes

Pozzolana approved brands/makes Earthwork in excavation by mechanical means (Hydraulic Excavator)/Manual Means for foundations and floors of the bridges, retaining walls etc. including setting out, dressing of sides, ramming of bottom, getting out the excavated material, back filling in layers with approved material and consolidation of the layers by ramming and watering etc. including all lift, disposal of surplus soil up to a lead of 300m, all types of shoring and strutting with all labour and material complete as per drawing and technical specification as directed by Engineer in charge. Note: This item will be used for excavation work in connection with other miscellaneous works also like side drains, foundation for OHE masts and other miscellaneous structures in connection with Gauge Conversion, Doubling, New lines. 12 022011(022020) Extra over item nos. 022011 to cum 500.00 42.07 21035.00 022014 for executing the work under water and/or liquid mud to compensate all additional arrangements including pumping out water as required. Note: The extra percentage rate is applicable only for the quantity of work executed under water. [RATE = 20%] Total 17351983.09 Item- 3 Bridge Works Super Structure- RCC ER HQ-ENGINEERING/EASTERN RLY S No. Item No Description of Item Unit Qty Rate Amount

Casting single/twin RCC box of all sizes with or without common web section after supporting the track on temporary girders including design of pushing scheme, thrust bed, casting of all RCC components, with specified grade of controlled concrete, pushing it in correct position and alignment below Railway track/Road following all measures of track safety by 'Air pushing technique" as per approved drawings/scheme, in all types of soils with disposal of surplus earth away from vent up to 1 Km, fixing arrangement for all services & utilities including parapet walls on both sides, wearing course, foot paths, plaques, drainage arrangements etc. and all other incidental works to complete the ROB/RUB/Canal crossing in all respect as per specifications to the satisfaction of Engineer-in-Charge. Note: (1) The rate includes all items of work/supplies for complete job in all respects except "cost of Reinforced cement concrete, cement, reinforcement & shuttering" of (i) main RCC Box; (ii) Thrust Bed; (iii) Footpath (iv) Parapet wall and (v) wearing Course only, which shall be paid extra under relevant items of USSOR. (2) The CC Cribs as required and Temporary Girder shall be supplied by Railways at available location. (3) Transportation of Temporary Girder to site shall be paid separately under relevant item.. (4) The payment for this item shall be made for the clear inner cross section area of the parent RCC Box/Boxes and barrel length i.e. clear inner volume of parent RCC Box/Boxes. Loading, transportation of Precast RCC Girders / Slabs / Ballast retainers / Steel Girders etc. from Casting Yard to Site of Work, unloading and stacking at site of work at prescribed location as directed by Engineer-in-Charge up to 60 kms.

Above 5 km up to 10 km

Above 10 km up to 15 km

Above 15 km up to 20 km

Above 20 km up to 25 km

Above 25 km up to 30 km

Above 30 km up to 35 km

Above 35 km up to 40 km

Above 40 km up to 60 km ER HQ-ENGINEERING/EASTERN RLY Loading, transportation of Precast RCC Girders / Slabs / Ballast retainers / Steel Girders etc. from Casting Yard to Site of Work, unloading and stacking at site of work at prescribed location as directed by Engineer-in-Charge above 60 kms.

Above 60 km up to 80 km

Above 80 km up to 100 km

Above 100 km up to 150 km

Above 150 km up to 200 km Total 1813084.20 Item- 4 Bridge Works : Super Structure- Steel S No. Item No Description of Item Unit Qty Rate Amount Metallizing of steel work of girders with sprayed aluminium after surface preparation by Sand/grit blasting, followed by one coat of etch primer (IS:5666) & one coat of Zinc Chrome primer (IS:104) and two coats of aluminium paint (IS:2339) with all labour, T&P and material as a complete job duly conforming to all relevant specifications and process given under Clause 39 of IRS-B1-2001. Note: Nominal Thickness of sprayed Aluminium coating shall be 150 microns. DFT of Zinc chrome primer shall be 25-30 microns and DFT of each coat of Aluminium paint shall be 12-14 microns.

On new girder during fabrication

Supplying fabricating and erecting MT welded and/or bolted and/or riveted steel work in built up sections, trusses and framed work, staging, racks, Height Gauge etc. for Steel Structures other than bridge girders, using RSJ, tees, angles and channels/flats, plates, gussets, round or square bars, cleats, bolts etc., with contractors own steel including cutting, bending, straightening, drilling, riveting, hoisting, fixing, erecting, welding, bolting etc., with Providing stiffeners wherever required as per approved drawing including applying a priming coat of a approved steel primer with all contractor's materials, labour, tools & plants, lead & lift including crossing of tracks if required etc., complete as per specification and as directed by Engineer-in-c ha rge . Note: The payment shall be made on the theoretical weight of main components and gusset plates only. Total 3648344.90 Item- 5 Bridge Works- Misc. S No. Item No Description of Item Unit Qty Rate Amount ER HQ-ENGINEERING/EASTERN RLY

Supply and laying of quarry dust cum including consolidation, supply of all materials, labour, lead, lift, tools, plants, crossing of tracks as per drawing and technical specification as directed by the Engineer in charge in case loose slush is encountered at site of foundation before casting the foundation or laying the filtering media.

Dewatering accumulated water from any Hour location. Payment to be done for Horse power of pump multiplied by pumping hours. Total 1067554.00 Item- 6 Miscellaneous Items S No. Item No Description of Item Unit Qty Rate Amount Hiring of machinery for minor miscellaneous works for short duration including operator/driver, fuel, lubricants and consumable. The contractor shall arrange all statutory permits as required by rules and regulations prevailing in the area of work. Payment shall be made for actual working hours at site.

JCB Backhoe Loaders 3DX Plus or Hour similar with minimum 1.10 cum bucket capacity

Supplying and filling 50 kg size Each empty cement polythene bags with Rly. Ballast/moorum/earth/Sand/quarry dust etc. placing the filled bags on the high banks /bridge approaches/nominated place etc. dumping and spreading at the nominated locations to profile under block period with all contractor's labour, tools, plants, loading, unloading, filling, spreading including all lead/lift etc. complete and as directed by the Engineer in charge at site including crossing of track where necessary. Total 595270.00 Item- 7 Bridge Related Activities S No. Item No Description of Item Unit Qty Rate Amount ER HQ-ENGINEERING/EASTERN RLY Insertion of temporary girder in place of formation involving dismantling of track, removal of ballast and neatly stacking for future use, excavation & installation of CC crib or wooden crib at both ends as per approved design in one or more traffic blocks, excavation for creating space for insertion of girder as required, placement of girder by contractor's Crane, tools & plants, filling of earth/sand filled bags at different stages as required, linking of track and connecting with the approaches, ballasting, boxing and packing approach sleepers to make track fit for 20 kmph to the satisfaction of Engineer in-charge. Note: 1. The CC Cribs as required and Temporary Girder shall be supplied by Railways at available l o c a t i o n . 2. Transportation of Temporary Girder to site shall be paid separately under relevant item. 3. The charges for wooden sleepers/blocks required for matting and bearing as per approved design shall be paid extra as per relevant item. 4. In case bridge timber / channel sleepers are required to be laid on girder, the same shall be paid separately under relevant item.

RH /Temporary girder of length Each above 16.3m and up to 26.00 using Road crane capacity of 80 MT

Manufacturing and using wooden cum sleepers/blocks required for matting and bearing as per approved design for use below and above CC Crib for insertion of Temporary Girder etc.. Note: The item is for one time use and released wooden sleepers/blocks shall be the property of the Contractor. Removal of temporary girder, crib on both ends and placing temporary girder on crib / cess away from Railway track as directed by engineer at site under traffic block; filling of Railway's earth by ramming, pulling ballast from stack / adjoining track / same track, laying track, linking with approach track and packing of ballast for opening track at 20 kmph speed, boxing & dressing of cess, ballast profiling etc. Note: If earth is to be brought by contractor from outside, the same will be paid separately.

RH /Temporary girder of length Each above 16.3m and up to 26.00 using Road crane capacity of 80 MT Total 619018.06 Item- 8 Rails, Sleepers, Fittings and Renewals S No. Item No Description of Item Unit Qty Rate Amount ER HQ-ENGINEERING/EASTERN RLY Dismantling and removing rail of all section & length from track, laid on any type & density of sleeper by removing fish plates, fastenings & fish bolts and other materials including stacking all released materials within an average distance of 500 metres as directed by Engineer in-charge. Note: 1.Cutting of rails shall be paid separately. 2.Work to be done under traffic block.

For Casual/Scattered Rail Renewal RM work Insertion of rails of all types & length in track, laid on any type & density of sleeper to the specified gauge under traffic block. Rates include fastening of rail with sleepers with standard set of fastenings and fixing of fish plates and bolts or, if required, providing gap for welding and stacking of released material without infringement within 250m as directed by Engineer-in-Charge. Note: Rail drilling and cutting to be paid separately.

For Casual/Scattered Rail Renewal RM work Replacement of any type of sleepers in track with PSC sleepers lying on cess or at Bridge Approaches for casual renewal at isolated locations with all fittings complete to specified gauge & cross level with contractor's tools including packing and dressing of ballast, as directed by Engineer in-charge. Released materials shall be neatly stacked and handed over at specified location within an average lead of 250 m or near either side of Bridge approaches as directed.

Ballasted Deck Bridge Fixing of fish plates with fish bolts on a joint of all rail sections duly lubricating fish plates/bolts with contractor's grease graphite in running track condition including transportation of fish plates and fish bolts from nearest station / store / level crossing. Note: Rail cutting & drilling to be paid separately.

Fish plates with 4 fish bolts.

Lubrication of Elastic Rail Clips on ERC PSC sleepers as per procedure prescribed in latest edition of IRPWM with Railway's grease. ER HQ-ENGINEERING/EASTERN RLY

Removing seized ERC from SGCI ERC inserts of existing track by using suitable approved chemicals and re- fixing after greasing of insert eye and ERC with Contractor's grease of specified quality as per provisions of IRPWM, as directed by Engineer in- charge. Note: 1.List of Seized ERC along with location shall be prepared after inspection of SSE/P.Way and marked prior to execution of this item. 2. Due care shall be taken to avoid any damage to the sleeper 3.A penalty of 50% of the basic cost of new sleeper in nearest sleeper factory shall be levied on each, if SGCI insert is broken or sleeper gets cracked in the process.

Lubrication of gauge face of rail on RM curves, cross overs, points & crossings, turn-in curves and at locations as required with contractor's grease graphite grade "O" IS 408 and as directed. Total 384012.60 Item- 9 Manual / Mechanised Screening & Ballast Related Activities S No. Item No Description of Item Unit Qty Rate Amount Recoupment of ballast in running line with railway's stone ballast from existing stacks available along alignment either on top of cutting or on cess or at toe of bank by head leads or by any other means and spreading to make up deficiency in the required profile with contractor's labour, tools & plants, as directed by Engineer-in-charge. Note: Payment shall be made based on ballast stack measurement.

For average lead up to 50m and lift cum up to 5m

Lifting and packing for regrading the TRM existing PSC sleeper track to required height / level in stages not exceeding 75mm or part thereof at a time, providing permissible ramp for the track, insertion of moorum / sand / stone ballast uniformly under the existing track and placing the same to safe approved gradient, gauge, cushion including levelling and one round of through packing to allow train movement at restricted speed of 30 kmph for a specified length with all leads & lifts and fixing, marking, painting rail level pegs at every 30m interval. Note: Lifting of track shall be done in stages as per procedure prescribed in latest edition of IRPWM to get the proposed final level as per approved working profile, as directed by Engineer in-charge.

Extra for additional lift over 75mm TRM for every 50mm lift or part thereof up to 275mm for item nos. 083010 for each TRM. ER HQ-ENGINEERING/EASTERN RLY

Boxing and profiling of ballast as per TRM procedure prescribed in latest edition of IRPWM including cess dressing on both sides of track. The work will include removing excess ballast from track and putting the same in crib and shoulder by leading to a maximum of 50m including crossing of track, deweeding on ballast section etc and as directed by Engineer-In charge.

Removing, screening and salvaging cum ballast from track, duly digging / scarifying ballast by beaters / wire brushes or any mechanical means, leveling and dressing formation with specified cross slope after salvaging ballast, separating muck by screening the salvaged ballast with contractor's 20mm size sieve, stacking of screened ballast for measurement, disposing off muck at specified locations with all lead & lifts as directed by Engineer in- charge. Note: Payment shall be made for quantity of ballast stacked after screening of retrieved ballast from track. Manufacturing, supply and stacking o f machine crushed Track Ballast conforming to RDSO Specification (IRS-GE-1) with latest correction slips at Railway depot or nominated location. Note: Distance of nearest quarry mentioned in each sub-item is only for the purpose of selecting the items for preparation of estimates/tender schedule, based on the minimum distance between nearest quarry and centre of supply points and will not affect the selection of quarry during physical supply in any way till prescribed specification is met fully.

When distance of nearest quarry is cum more than 100 km and up to 150 km Total 696830.10 Item- 10 Welding Activities S No. Item No Description of Item Unit Qty Rate Amount ER HQ-ENGINEERING/EASTERN RLY 25mm gap 'in-situ' welding during traffic block using Railway's welding portion and finishing of weld to meet the prescribed tolerances and pass all stipulated tests with all required labour, materials, consumables, tools, equipments etc. to complete the work in all respect as per IR's "Manual for Fusion Welding of Rails by Alumino - Thermic Process" with latest correction slips, including marking of welded joint, painting weld collar with anticorrosive paint, restoration of track near weld joint to original position and fixing of joggled fish plate at new weld, to be removed after passing of weld in USFD test as directed by Engineer in charge. Note: 1. Welding portion and related accessories as per Annexure - I shall be supplied by Railways. All other items required shall be supplied by the Contractor. 2. Welding shall be carried out only by trained welder having valid competency certificate. 3. Hydraulic Weld trimmer shall be used for chipping and profile Grinder for finishing. 4. Required nos. of Joggled fish plates shall be supplied by Railway at nearest P. Way Stores and the same shall be returned at nearest P. Way Store or at other location as per direction of Engineer- in-Charge after release from track.

For 52 Kg - 90 UTS or 52 Kg 72UTS Each Rail, Single shot crucible fitted with Automatic Tapping Thimble Technology, 3 pieces Mould (Zircon washed) and Compressed Air Petrol heating technique. Total 40650.20 Item- 11 Welding Activities S No. Item No Description of Item Unit Qty Rate Amount Through packing of track, as per procedure prescribed in latest edition of Indian Railways Permanent Way Manual

For PSC sleeper Track with Sleeper TRM Density of 1540 Sleepers/Km or more First or Second Through Packing of track of all sleeper density including giving a general lift, as desired to eliminate sag after Deep Screening work, lifting of track, lowering of track and major realignment of curves and formation rehabilitation as per procedure prescribed in latest edition of IRPWM. Note: General lift is normally 25 mm and isolated lift may be up to 50 mm.

For PSC Sleeper Track with Sleeper TRM Density of 1660 ER HQ-ENGINEERING/EASTERN RLY Third or subsequent Through Packing of track for all sleeper density including picking of slacks, as required after second through packing, subsequent to Deep Screening work as per procedure prescribed in latest edition of IRPWM. This item can also be used after lifting/regrading/realignment works also. Note: General lift is normally 25 mm and isolated lift may be up to 50 mm.

For PSC Sleeper Track with Sleeper TRM Density of 1660 Through packing of points and crossings, derailing switches including gauging, fittings recoupment, ballasting as required, elimination of sag and to the required alignment after Deep Screening as per procedure prescribed in latest edition of IRPWM complete as per direction of Engineer-in-charge. Note: This work shall be operated in exceptional cases with written approval at DEN level when UNIMAT is not available and immediate packing is required to pass train over it.

1 in 12 PSC layout De-stressing of LWR/CWR track of any density under traffic line block with contractor's labours, tools, equipments and consumables inclusive of all lead & lift. Activities include cutting of LWR/CWR into convenient panels of specified length, removal of ERCs, liners, greasing of ERCs and liner contact area, lifting rails and keeping them on rollers provided at every 15 sleepers, working out elongation of rail ends depending on prevailing site conditions, pulling rails with the help of Hydraulic Tensor to achieve the desired elongation, cutting rails, as required, removing rollers and placing rail in position, re-fixing ERCs & liners and adjustment of gap at SEJs : Note: (1) Welding of rail joints will be paid separately. (2) Rail cutting and Hole drilling shall be paid separately. (3) Opening and closing of LC if required will be paid separately. (4) As per procedure prescribed in latest edition of IRPWM & CE's Circulars for destressing of LWR/CWR, if any.

With Contractor's tensor

Without Rail tensor Fixing Joggled Fish Plates with bolt / clamp (supplied by Railway from nearest SSE Store) in running track conditions at welds on rail, as directed by engineer in-charge (drilling of holes in rail, if required, shall be paid separately).

With Clamps ER HQ-ENGINEERING/EASTERN RLY Maintenance of track on main line & loops, Points & crossings etc. including special attention to section for carrying out various maintenance works listed in Indian Railways P.Way Manual / Bridge Manual for safe running of goods and passenger trains with contractor's tools / labours etc. complete, as directed by Engineer in-charge. Note: Contractor shall arrange one gang at any point of time comprising of minimum specified labours with sufficient experience in P.Way working.

One mobile Gang comprising of 15 Gang physically fit labours plus 1 Mate. Day N o t e : (1) In case, contractor provides less no. of Labour/Mate or for non availability of vehicle, payment will be deducted for each such person or non-availability of vehicle @ 20% of the accepted item rate, separately for each shortfall. (2) The Contractor shall keep one pick up Truck of minimum 1.5T payload capacity with Driver all the time and all expenditures for running at an average of 80 kms per day shall be born by the Contractor. Fixing of Wooden Distance Block of size 1.0m x 0.3m x 0.15m between track and platform wall.

With Contractor's hard wood block.

Removing weeds & bushes in ballast TRM section and cess up to 3.95m from centre line of track in mid section & station yard, as specified by Engineer in-charge including disposal of branches, bushes outside cess/yard.

Trimming of tree branches coming Each within 6m of centre line of track & those obstructing views of Curves/LCs / Signal / Indicator at locations in section & station yard, as specified by Engineer in-charge including disposal of branches, bushes outside cess/yard. Note: Girth of more than 20 cm will only be considered as tree branch. Marking, inscribing, painting, writing, bordering etc. on new / old iron surface at various locations of Points & Crossings with details of turn-in / turn-out reference station mark on rail web for one set, duly preparing surface with contractor's wire brush and applying two coats of yellow synthetic enamel paint of approved quality as background and stenciling the details to suitable size, as described for every curve reference station mark / switch / crossing details with black enamel paint of approved quality complete, as directed : Note: Stenciling of letters is only permitted. No hand written letters are accepted.

1 in 12 Turnout ER HQ-ENGINEERING/EASTERN RLY Total 1664486.10 Item- 12 Small Track Machines S No. Item No Description of Item Unit Qty Rate Amount Quick cutting with abrasive rail cutter of all types of rail sections including wear resistant, head hardened rails up to 110 UTS, with contractors tools & plants, equipment, consumable with all lead & lift etc. complete as directed by Engineer in-charge. Abrasive Rail Cutter will be as per RDSO Specification No. TM/SM/1 (Rev. 01 of 2012) with latest status of RDSO; Rail Cutting Wheel Abrasive Disc will be as per RDSO Specification No.TM/SM/2 (Rev. 01 of 2020)

52 Kg - 90 UTS - Outside Track

60 Kg - 110/90 UTS - On Running Each Line

52 Kg - 90 UTS- On Running Line Drilling holes of 16 mm to 32 mm dia. with Rail Drilling machine including chamfering with appropriate chamfering tools in all types of rail section with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Rail Drilling Machine will be as per RDSO Specification No. TM/SM/3, dated 24.04.1991.

On Running Line

Sleeper Squaring of sleeper by Hydraulic Sleeper Spacer with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Hydraulic Sleeper Spacer shall be as per RDSO's Specification No. TM/SM/17, dated 31.03.1992. Total 59440.10 Item- 13 Level Crossings S No. Item No Description of Item Unit Qty Rate Amount

Dismantling existing check rail of RM Level Crossing, blocks, bolts & nuts and stacking these in a countable manner near LC, free from any infringements as directed by Engineer in-charge.

Dismantling exiting Rail Height Each Gauge carefully and stacking the released material in countable m a n n e r , free from any infringements as directed by Engineer in-Charge including removal of cement concrete foundation and making surface clean. ER HQ-ENGINEERING/EASTERN RLY

Dismantling existing lifting barrier Set along with winch assembly and other components like boom, fringes, locking arrangements, pedestal, boom rest, locking rods/wires, pulley stakes, turn out wheels, 'A' base and other materials connected with functioning of lifting barrier, removing engineering indicators on track and level crossing road signages without any damage including demolishing concrete base of existing structures, filling, ramming and levelling the ground disturbed during demolition, clearing debris and stacking all released material in a neat and countable manner and clear of infringements, as directed. Note: Barriers on both sides of level crossing constitute one set.

Dismantling existing whistle boards Each along with post including demolishing base concrete and levelling of ground, stacking released materials at the level crossing concerned including clearing of debris, with contractor's labour, tools, vehicles, consumables, all lead and lift etc., complete without damage as directed by the Engineer-in-charge.

Fabrication, supplying and fixing Each Stop Boards of 600mm dia. to lifting barriers as per approved drawing, made of 3mm thick plate, using MS clamps, providing 6 nos. of 50mm dia. red retro-reflector on stop board, painting iron works with two coats of synthetic enamel paint over one coat of primer of approved quality & colour and writing STOP mark over the board. Fixing of wooden blocks of approximate size of 150mm x 300mm x 1200mm on end of check rails including sizing at level crossings with contractor's labour, tools & plants and as directed.

With Contractor's hard wood block Total 150187.12 Item- 14 Supply of P.Way Items S No. Item No Description of Item Unit Qty Rate Amount ER HQ-ENGINEERING/EASTERN RLY Manufacturing, fabricating and supplying retro-reflective Level Crossing Indicator boards, made of 2mm thick aluminium sheet or 3mm thick aluminium composite sheet, face to be fully covered with high intensity encapsulated type heat activated retro-reflective sheeting conforming to type-IV of ASTM- D4956-01 in yellow & black or other colour combination including subject matter, message, symbols, borders etc. as approved by Engineer In- charge or as per IRPWM guidelines, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class-2 of ASTM-D- 4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back-support frame of M.S. angle iron of size 25mm x 25mm x 3mm provided all along the edges of board with theft resistant measures, back side of board shall be with non-peelable weather-proof paint, consisting of one coat of zinc chromate primer and two coats of epoxy paint. Vertical post shall have black & white anti-corrosive paint or powder coating complete, as directed.

Bilingual Whistle Boards for level Set crossing of size 600mm x 600mm of each board with back support frame welded to vertical post of MS T section of size 75mm x 75mm x 6mm x 3950mm

Un-manned Level Crossing Danger Set Stop Board of size 675mmx525mm with back support frame welded to vertical post of MS angle of size 50mmx50mmx6mmx3650mm ER HQ-ENGINEERING/EASTERN RLY Manufacturing, fabricating and supplying retro-reflective Engineering Indicator boards, made of 2mm thick aluminium sheet or 3mm thick aluminium composite sheet, face to be fully covered with high intensity encapsulated type heat activated retro-reflective sheeting conforming to type-IV of ASTM-D4956-01 in yellow & black or other colour combination including subject matter, message, symbols, borders etc. as approved by Engineer In-charge or as per IRPWM guidelines, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class-2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back- support frame of M.S. angle iron of size 25mm x25mm x 3mmprovided all along the edges of board with theft resistant measures back side of board shall be with non-peelable weatherproof paint, consisting of one coat of zinc chromate primer and two coats of epoxy paint. Vertical post shall have black & white anti-corrosive paint or powder coating complete, as directed.

Caution Indicator Board of size Each 1400mmx400mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long

Speed Indicator Board of equilateral Each triangular shape having each side of 1000mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long

Termination Indicator Board of Each Circular shape having diameter of 1000mm with back support frame welded to vertical post of MS angle of size 50mmx50mmx6mm of 3950 mm long

Manufacturing, supplying and fixing Each Curve Indicator / Point Indicator / SEJ Boards to be provided at various locations on formation, made out of MS sheet 2mm thick of size 450mm x 300mm duly fixed with MS frame of 25mm x 25mm x 3mm angle welded to 50mm x 50mm x 3mm MS angle, 1000mm long post split and bent 100mm at bottom end with all lead & lift as per specification and including painting of details with enamel paint, as directed by Engineer in-charge (Earthwork & concreting will be paid separately) Total 319904.76

Item Breakup - A3-[Level Crossing Gate No. 102/E in the section KNJ-LGL]

"Payment stage: A) 40% of the MT quantity of this item shall be released when the raw materials is physically brought at the site/fabrication yard. a) The material shall be strictly in accordance with the contract specification. b) The material shall be delivered at site and properly stored under covered shed in measurable stacks. c) The quantity of material shall be brought to site only in such instalment that would facilitate smooth progress of work and consumed in reasonable time. d) Contractor should submit indemnity bond in prescribed format for payment of 40% amount as mentioned above under (a). e) The materials should be insured at contractor's cost in favour of Railways against theft, damage, fire etc. f) Manufactures test certificate is to be submitted against all raw materials. B) Further 50% of the quantity shall be released after completion of fabrication and fabricated material is physically brought to bridge site or as per required site (as per engineer incharge) for launcing plan. C) Balance 10% will be released after completion erection/launching of girder including painting and finishing in all respect. Note: a) The subject work is for fabrication of 25 T -2008 loading standard for Riveted/Welded plate girder as per RDSO/CE's relevant Drawing with latest amendments will be followed for fabrication of girder steel conforming to IS: 2062-2006, Gr.B and should be fully killed and fully normalised. All the steel materials required for girder shall be procured from integrated steel manufacturers approved by RDSO. b) The ER HQ-ENGINEERING/EASTERN RLY Contractor will observe safely as per IS-1179, IS-3016. c)The rate shall include all cost of inspection and testing required by the inspection Authority as per guideline given below: i) Inspection prior to welding includes parent metal, edge preparation, operators' qualifications, WPSS, Micro etching test etc. ii) Inspection during welding includes filler materials dimensional checks, non-destructive test such as Radio graphic tests (if required) dye penetration test and any other suitable non-destructive test as per IS code and IRS welded bridge code. d) The fabrication is to be done in work shop only with approved WPSS. The work shop shall be equipped with all required tools, plants, machineries etc. The Engineer-in charge before commencement of the fabrication work shall approve fabrication site. e) Regarding inspection & passing of the girder by nominated inspecting agency, decision of the inspecting agency will be final & binding on the contractor. f) A deduction @ 2% (Two percent) of the rate shall be made for using steel conforming to IS 2062 Gr. A instead of steel conforming to IS 2062 -2011 Gr. E- 250 BO. This is in compliance of CBE/E.Rly/HQ/KKK's letter no. W(8).196/10/Vol-III dated 20.03.13 " Total 7651002.15

Item Breakup - B1-[Level Crossing Gate No. 103/E in the section KNJ-LGL]

Item Breakup - B2-[Level Crossing Gate No. 103/E in the section KNJ-LGL]

With provision of one 50mm wide Metre retro-reflective tape in horizontal direction, duly secured/tight with vertical posts.

Supplying, driving and erecting in all Metre types of soils, hard wood pile 5m to 7m long without joint, 125mm average dia. for protection of bank slope including two coats of coal tar paint complete, as directed. Note: Payment will be made as per actual driven length of pile.

Driving rails 90R/52 Kg section Metre below average ground level within the slope/toe of embankment including making of nose with contractor's own arrangement complete in all respect Note: Payment will be made as per actual driven length of rail which will be supplied free by Railways at the site of work.

Shoring with 'Z' section MS sheet Sqm piles side by side in all kinds of soil mechanically or manually as per approved drawing with contractor's own arrangement complete in all respects and removal of sheet piles after completion of the work as directed by engineer in-charge Note: Payment will be made as per actual driven length of pile. Total 1572892.72 Item- 2 Bridge Works Substructure S No. Item No Description of Item Unit Qty Rate Amount ER HQ-ENGINEERING/EASTERN RLY Earthwork in excavation by mechanical means (Hydraulic Excavator)/Manual Means for foundations and floors of the bridges, retaining walls etc. including setting out, dressing of sides, ramming of bottom, getting out the excavated material, back filling in layers with approved material and consolidation of the layers by ramming and watering etc. including all lift, disposal of surplus soil up to a lead of 300m, all types of shoring and strutting with all labour and material complete as per drawing and technical specification as directed by Engineer in charge. Note: This item will be used for excavation work in connection with other miscellaneous works also like side drains, foundation for OHE masts and other miscellaneous structures in connection with Gauge Conversion, Doubling, New lines.

All kinds of soils Providing and laying in position Plain cement concrete of specified Nominal Mix f o r miscellaneous works like side drains, foundation for OHE masts and other miscellaneous structures excluding the cost of Cement, centering and shuttering - All work up to plinth level :

1:1½:3 (1 Cement: 1½ coarse sand cum (zone-III) : 3 graded stone aggregate 20 mm nominal size)

1:2:4 (1 cement : 2 coarse sand cum (zone-III) : 4 graded stone aggregate 20 mm nominal size)

Providing and laying in position cum machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality in RCC raft foundation & Pile cap including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. N o t e : 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item. ER HQ-ENGINEERING/EASTERN RLY Providing and laying in position machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality for the following Reinforced cement concrete structural elements up to height of 9.0 m from foundation top level, including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. N o t e : 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item.

Wing wall and Return wall

P r o v i d i n g and casting machine cum batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix, mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants, (Cast in-Situ/Pre-cast) in bottom/top slab, side walls, toe wall and sumps haunch filling head walls, thrust bed or any other component using 20mm graded crushed stone aggregate and coarse sand of approved quality of RCC box of any size including finishing, Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability, complete as per drawings and technical specifications as directed by Engineer in charge. N o t e : 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons at the stage of Mix Design and in that case deduction shall be made as per relevant item. ER HQ-ENGINEERING/EASTERN RLY

Providing and applying two coats of Sqm coal tar or bitumen confirming to IS:3117- latest version on the top and sides of RCC box/slabs @ 1.70 kg/sqm after cleaning the surface with all labour and materials complete job as directed by the Engineer. Centering and shuttering including strutting, propping etc. and removal of form for :

All types of bridge sub-structures, Sqm e.g. pier, abutment, wing wall, retaining wall, RCC box type foundations, Abutment cap, Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc. up to 5m above ground level

Extra for additional height over item Sqm no. 025031 & 025032 wherever required with adequate bracing, propping etc. over initial height of 5 metres for every additional height of 1 metre or part thereof. Supply and using Cement at Worksite

Ordinary Portland Cement 53 grade MT of approved brands/makes

Pozzolana approved brands/makes Total 17330948.09 Item- 3 Bridge Works Super Structure- RCC S No. Item No Description of Item Unit Qty Rate Amount ER HQ-ENGINEERING/EASTERN RLY

Casting single/twin RCC box of all sizes with or without common web section after supporting the track on temporary girders including design of pushing scheme, thrust bed, casting of all RCC components, with specified grade of controlled concrete, pushing it in correct position and alignment below Railway track/Road following all measures of track safety by 'Air pushing technique" as per approved drawings/scheme, in all types of soils with disposal of surplus earth away from vent up to 1 Km, fixing arrangement for all services & utilities including parapet walls on both sides, wearing course, foot paths, plaques, drainage arrangements etc. and all other incidental works to complete the ROB/RUB/Canal crossing in all respect as per specifications to the satisfaction of Engineer-in-Charge. Note: (1) The rate includes all items of work/supplies for complete job in all respects except "cost of Reinforced cement concrete, cement, reinforcement & shuttering" of (i) main RCC Box; (ii) Thrust Bed; (iii) Footpath (iv) Parapet wall and (v) wearing Course only, which shall be paid extra under relevant items of USSOR. (2) The CC Cribs as required and Temporary Girder shall be supplied by Railways at available location. (3) Transportation of Temporary Girder to site shall be paid separately under relevant item.. (4) The payment for this item shall be made for the clear inner cross section area of the parent RCC Box/Boxes and barrel length i.e. clear inner volume of parent RCC Box/Boxes. Loading, transportation of Precast RCC Girders / Slabs / Ballast retainers / Steel Girders etc. from Casting Yard to Site of Work, unloading and stacking at site of work at prescribed location as directed by Engineer-in-Charge up to 60 kms.

Above 5 km up to 10 km

Above 10 km up to 15 km

Above 15 km up to 20 km

Above 20 km up to 25 km

Above 25 km up to 30 km

Above 30 km up to 35 km

Above 35 km up to 40 km

Above 40 km up to 60 km ER HQ-ENGINEERING/EASTERN RLY Loading, transportation of Precast RCC Girders / Slabs / Ballast retainers / Steel Girders etc. from Casting Yard to Site of Work, unloading and stacking at site of work at prescribed location as directed by Engineer-in-Charge above 60 kms.

Above 60 km up to 80 km

Above 80 km up to 100 km

Above 100 km up to 150 km

Above 150 km up to 200 km Total 1813084.20 Item- 4 Bridge Works : Super Structure- Steel S No. Item No Description of Item Unit Qty Rate Amount Metallizing of steel work of girders with sprayed aluminium after surface preparation by Sand/grit blasting, followed by one coat of etch primer (IS:5666) & one coat of Zinc Chrome primer (IS:104) and two coats of aluminium paint (IS:2339) with all labour, T&P and material as a complete job duly conforming to all relevant specifications and process given under Clause 39 of IRS-B1-2001. Note: Nominal Thickness of sprayed Aluminium coating shall be 150 microns. DFT of Zinc chrome primer shall be 25-30 microns and DFT of each coat of Aluminium paint shall be 12-14 microns.

On new girder during fabrication

Supplying fabricating and erecting MT welded and/or bolted and/or riveted steel work in built up sections, trusses and framed work, staging, racks, Height Gauge etc. for Steel Structures other than bridge girders, using RSJ, tees, angles and channels/flats, plates, gussets, round or square bars, cleats, bolts etc., with contractors own steel including cutting, bending, straightening, drilling, riveting, hoisting, fixing, erecting, welding, bolting etc., with Providing stiffeners wherever required as per approved drawing including applying a priming coat of a approved steel primer with all contractor's materials, labour, tools & plants, lead & lift including crossing of tracks if required etc., complete as per specification and as directed by Engineer-in-c ha rge . Note: The payment shall be made on the theoretical weight of main components and gusset plates only. Total 3648344.90 Item- 5 Bridge Works- Misc. S No. Item No Description of Item Unit Qty Rate Amount ER HQ-ENGINEERING/EASTERN RLY

Supply and laying of quarry dust cum including consolidation, supply of all materials, labour, lead, lift, tools, plants, crossing of tracks as per drawing and technical specification as directed by the Engineer in charge in case loose slush is encountered at site of foundation before casting the foundation or laying the filtering media.

Dewatering accumulated water from any Hour location. Payment to be done for Horse power of pump multiplied by pumping hours. Total 1067554.00 Item- 6 Miscellaneous Items S No. Item No Description of Item Unit Qty Rate Amount Hiring of machinery for minor miscellaneous works for short duration including operator/driver, fuel, lubricants and consumable. The contractor shall arrange all statutory permits as required by rules and regulations prevailing in the area of work. Payment shall be made for actual working hours at site.

JCB Backhoe Loaders 3DX Plus or Hour similar with minimum 1.10 cum bucket capacity

Supplying and filling 50 kg size Each empty cement polythene bags with Rly. Ballast/moorum/earth/Sand/quarry dust etc. placing the filled bags on the high banks /bridge approaches/nominated place etc. dumping and spreading at the nominated locations to profile under block period with all contractor's labour, tools, plants, loading, unloading, filling, spreading including all lead/lift etc. complete and as directed by the Engineer in charge at site including crossing of track where necessary. Total 595270.00 Item- 7 Bridge Related Activities S No. Item No Description of Item Unit Qty Rate Amount ER HQ-ENGINEERING/EASTERN RLY Insertion of temporary girder in place of formation involving dismantling of track, removal of ballast and neatly stacking for future use, excavation & installation of CC crib or wooden crib at both ends as per approved design in one or more traffic blocks, excavation for creating space for insertion of girder as required, placement of girder by contractor's Crane, tools & plants, filling of earth/sand filled bags at different stages as required, linking of track and connecting with the approaches, ballasting, boxing and packing approach sleepers to make track fit for 20 kmph to the satisfaction of Engineer in-charge. Note: 1. The CC Cribs as required and Temporary Girder shall be supplied by Railways at available l o c a t i o n . 2. Transportation of Temporary Girder to site shall be paid separately under relevant item. 3. The charges for wooden sleepers/blocks required for matting and bearing as per approved design shall be paid extra as per relevant item. 4. In case bridge timber / channel sleepers are required to be laid on girder, the same shall be paid separately under relevant item.

RH /Temporary girder of length Each above 16.3m and up to 26.00 using Road crane capacity of 80 MT

Manufacturing and using wooden cum sleepers/blocks required for matting and bearing as per approved design for use below and above CC Crib for insertion of Temporary Girder etc.. Note: The item is for one time use and released wooden sleepers/blocks shall be the property of the Contractor. Removal of temporary girder, crib on both ends and placing temporary girder on crib / cess away from Railway track as directed by engineer at site under traffic block; filling of Railway's earth by ramming, pulling ballast from stack / adjoining track / same track, laying track, linking with approach track and packing of ballast for opening track at 20 kmph speed, boxing & dressing of cess, ballast profiling etc. Note: If earth is to be brought by contractor from outside, the same will be paid separately.

RH /Temporary girder of length Each above 16.3m and up to 26.00 using Road crane capacity of 80 MT Total 619018.06 Item- 8 Rails, Sleepers, Fittings and Renewals S No. Item No Description of Item Unit Qty Rate Amount ER HQ-ENGINEERING/EASTERN RLY Dismantling and removing rail of all section & length from track, laid on any type & density of sleeper by removing fish plates, fastenings & fish bolts and other materials including stacking all released materials within an average distance of 500 metres as directed by Engineer in-charge. Note: 1.Cutting of rails shall be paid separately. 2.Work to be done under traffic block.

For Casual/Scattered Rail Renewal RM work Insertion of rails of all types & length in track, laid on any type & density of sleeper to the specified gauge under traffic block. Rates include fastening of rail with sleepers with standard set of fastenings and fixing of fish plates and bolts or, if required, providing gap for welding and stacking of released material without infringement within 250m as directed by Engineer-in-Charge. Note: Rail drilling and cutting to be paid separately.

For Casual/Scattered Rail Renewal RM work Replacement of any type of sleepers in track with PSC sleepers lying on cess or at Bridge Approaches for casual renewal at isolated locations with all fittings complete to specified gauge & cross level with contractor's tools including packing and dressing of ballast, as directed by Engineer in-charge. Released materials shall be neatly stacked and handed over at specified location within an average lead of 250 m or near either side of Bridge approaches as directed.

Ballasted Deck Bridge Fixing of fish plates with fish bolts on a joint of all rail sections duly lubricating fish plates/bolts with contractor's grease graphite in running track condition including transportation of fish plates and fish bolts from nearest station / store / level crossing. Note: Rail cutting & drilling to be paid separately.

Fish plates with 4 fish bolts.

Lubrication of Elastic Rail Clips on ERC PSC sleepers as per procedure prescribed in latest edition of IRPWM with Railway's grease. ER HQ-ENGINEERING/EASTERN RLY

Removing seized ERC from SGCI ERC inserts of existing track by using suitable approved chemicals and re- fixing after greasing of insert eye and ERC with Contractor's grease of specified quality as per provisions of IRPWM, as directed by Engineer in- charge. Note: 1.List of Seized ERC along with location shall be prepared after inspection of SSE/P.Way and marked prior to execution of this item. 2. Due care shall be taken to avoid any damage to the sleeper 3.A penalty of 50% of the basic cost of new sleeper in nearest sleeper factory shall be levied on each, if SGCI insert is broken or sleeper gets cracked in the process.

Lubrication of gauge face of rail on RM curves, cross overs, points & crossings, turn-in curves and at locations as required with contractor's grease graphite grade "O" IS 408 and as directed. Total 384012.60 Item- 9 Manual / Mechanised Screening & Ballast Related Activities S No. Item No Description of Item Unit Qty Rate Amount Recoupment of ballast in running line with railway's stone ballast from existing stacks available along alignment either on top of cutting or on cess or at toe of bank by head leads or by any other means and spreading to make up deficiency in the required profile with contractor's labour, tools & plants, as directed by Engineer-in-charge. Note: Payment shall be made based on ballast stack measurement.

For average lead up to 50m and lift cum up to 5m

Lifting and packing for regrading the TRM existing PSC sleeper track to required height / level in stages not exceeding 75mm or part thereof at a time, providing permissible ramp for the track, insertion of moorum / sand / stone ballast uniformly under the existing track and placing the same to safe approved gradient, gauge, cushion including levelling and one round of through packing to allow train movement at restricted speed of 30 kmph for a specified length with all leads & lifts and fixing, marking, painting rail level pegs at every 30m interval. Note: Lifting of track shall be done in stages as per procedure prescribed in latest edition of IRPWM to get the proposed final level as per approved working profile, as directed by Engineer in-charge.

Extra for additional lift over 75mm TRM for every 50mm lift or part thereof up to 275mm for item nos. 083010 for each TRM. ER HQ-ENGINEERING/EASTERN RLY

Boxing and profiling of ballast as per TRM procedure prescribed in latest edition of IRPWM including cess dressing on both sides of track. The work will include removing excess ballast from track and putting the same in crib and shoulder by leading to a maximum of 50m including crossing of track, deweeding on ballast section etc and as directed by Engineer-In charge.

Removing, screening and salvaging cum ballast from track, duly digging / scarifying ballast by beaters / wire brushes or any mechanical means, leveling and dressing formation with specified cross slope after salvaging ballast, separating muck by screening the salvaged ballast with contractor's 20mm size sieve, stacking of screened ballast for measurement, disposing off muck at specified locations with all lead & lifts as directed by Engineer in- charge. Note: Payment shall be made for quantity of ballast stacked after screening of retrieved ballast from track. Manufacturing, supply and stacking o f machine crushed Track Ballast conforming to RDSO Specification (IRS-GE-1) with latest correction slips at Railway depot or nominated location. Note: Distance of nearest quarry mentioned in each sub-item is only for the purpose of selecting the items for preparation of estimates/tender schedule, based on the minimum distance between nearest quarry and centre of supply points and will not affect the selection of quarry during physical supply in any way till prescribed specification is met fully.

When distance of nearest quarry is cum more than 100 km and up to 150 km Total 696830.10 Item- 10 Welding Activities S No. Item No Description of Item Unit Qty Rate Amount ER HQ-ENGINEERING/EASTERN RLY 25mm gap 'in-situ' welding during traffic block using Railway's welding portion and finishing of weld to meet the prescribed tolerances and pass all stipulated tests with all required labour, materials, consumables, tools, equipments etc. to complete the work in all respect as per IR's "Manual for Fusion Welding of Rails by Alumino - Thermic Process" with latest correction slips, including marking of welded joint, painting weld collar with anticorrosive paint, restoration of track near weld joint to original position and fixing of joggled fish plate at new weld, to be removed after passing of weld in USFD test as directed by Engineer in charge. Note: 1. Welding portion and related accessories as per Annexure - I shall be supplied by Railways. All other items required shall be supplied by the Contractor. 2. Welding shall be carried out only by trained welder having valid competency certificate. 3. Hydraulic Weld trimmer shall be used for chipping and profile Grinder for finishing. 4. Required nos. of Joggled fish plates shall be supplied by Railway at nearest P. Way Stores and the same shall be returned at nearest P. Way Store or at other location as per direction of Engineer- in-Charge after release from track.

For 52 Kg - 90 UTS or 52 Kg 72UTS Each Rail, Single shot crucible fitted with Automatic Tapping Thimble Technology, 3 pieces Mould (Zircon washed) and Compressed Air Petrol heating technique. Total 40650.20 Item- 11 Maintenance Activities S No. Item No Description of Item Unit Qty Rate Amount Through packing of track, as per procedure prescribed in latest edition of Indian Railways Permanent Way Manual

For PSC sleeper Track with Sleeper TRM Density of 1540 Sleepers/Km or more First or Second Through Packing of track of all sleeper density including giving a general lift, as desired to eliminate sag after Deep Screening work, lifting of track, lowering of track and major realignment of curves and formation rehabilitation as per procedure prescribed in latest edition of IRPWM. Note: General lift is normally 25 mm and isolated lift may be up to 50 mm.

For PSC Sleeper Track with Sleeper TRM Density of 1660 ER HQ-ENGINEERING/EASTERN RLY Third or subsequent Through Packing of track for all sleeper density including picking of slacks, as required after second through packing, subsequent to Deep Screening work as per procedure prescribed in latest edition of IRPWM. This item can also be used after lifting/regrading/realignment works also. Note: General lift is normally 25 mm and isolated lift may be up to 50 mm.

For PSC Sleeper Track with Sleeper TRM Density of 1660 Through packing of points and crossings, derailing switches including gauging, fittings recoupment, ballasting as required, elimination of sag and to the required alignment after Deep Screening as per procedure prescribed in latest edition of IRPWM complete as per direction of Engineer-in-charge. Note: This work shall be operated in exceptional cases with written approval at DEN level when UNIMAT is not available and immediate packing is required to pass train over it.

1 in 12 PSC layout De-stressing of LWR/CWR track of any density under traffic line block with contractor's labours, tools, equipments and consumables inclusive of all lead & lift. Activities include cutting of LWR/CWR into convenient panels of specified length, removal of ERCs, liners, greasing of ERCs and liner contact area, lifting rails and keeping them on rollers provided at every 15 sleepers, working out elongation of rail ends depending on prevailing site conditions, pulling rails with the help of Hydraulic Tensor to achieve the desired elongation, cutting rails, as required, removing rollers and placing rail in position, re-fixing ERCs & liners and adjustment of gap at SEJs : Note: (1) Welding of rail joints will be paid separately. (2) Rail cutting and Hole drilling shall be paid separately. (3) Opening and closing of LC if required will be paid separately. (4) As per procedure prescribed in latest edition of IRPWM & CE's Circulars for destressing of LWR/CWR, if any.

With Contractor's tensor

Without Rail tensor Fixing Joggled Fish Plates with bolt / clamp (supplied by Railway from nearest SSE Store) in running track conditions at welds on rail, as directed by engineer in-charge (drilling of holes in rail, if required, shall be paid separately).

With Clamps ER HQ-ENGINEERING/EASTERN RLY Maintenance of track on main line & loops, Points & crossings etc. including special attention to section for carrying out various maintenance works listed in Indian Railways P.Way Manual / Bridge Manual for safe running of goods and passenger trains with contractor's tools / labours etc. complete, as directed by Engineer in-charge. Note: Contractor shall arrange one gang at any point of time comprising of minimum specified labours with sufficient experience in P.Way working.

One mobile Gang comprising of 15 Gang physically fit labours plus 1 Mate. Day N o t e : (1) In case, contractor provides less no. of Labour/Mate or for non availability of vehicle, payment will be deducted for each such person or non-availability of vehicle @ 20% of the accepted item rate, separately for each shortfall. (2) The Contractor shall keep one pick up Truck of minimum 1.5T payload capacity with Driver all the time and all expenditures for running at an average of 80 kms per day shall be born by the Contractor. Fixing of Wooden Distance Block of size 1.0m x 0.3m x 0.15m between track and platform wall.

With Contractor's hard wood block.

Removing weeds & bushes in ballast TRM section and cess up to 3.95m from centre line of track in mid section & station yard, as specified by Engineer in-charge including disposal of branches, bushes outside cess/yard.

Trimming of tree branches coming Each within 6m of centre line of track & those obstructing views of Curves/LCs / Signal / Indicator at locations in section & station yard, as specified by Engineer in-charge including disposal of branches, bushes outside cess/yard. Note: Girth of more than 20 cm will only be considered as tree branch. Marking, inscribing, painting, writing, bordering etc. on new / old iron surface at various locations of Points & Crossings with details of turn-in / turn-out reference station mark on rail web for one set, duly preparing surface with contractor's wire brush and applying two coats of yellow synthetic enamel paint of approved quality as background and stenciling the details to suitable size, as described for every curve reference station mark / switch / crossing details with black enamel paint of approved quality complete, as directed : Note: Stenciling of letters is only permitted. No hand written letters are accepted.

1 in 12 Turnout ER HQ-ENGINEERING/EASTERN RLY Total 1664486.10 Item- 12 Small Track Machines S No. Item No Description of Item Unit Qty Rate Amount Quick cutting with abrasive rail cutter of all types of rail sections including wear resistant, head hardened rails up to 110 UTS, with contractors tools & plants, equipment, consumable with all lead & lift etc. complete as directed by Engineer in-charge. Abrasive Rail Cutter will be as per RDSO Specification No. TM/SM/1 (Rev. 01 of 2012) with latest status of RDSO; Rail Cutting Wheel Abrasive Disc will be as per RDSO Specification No.TM/SM/2 (Rev. 01 of 2020)

52 Kg - 90 UTS - Outside Track

60 Kg - 110/90 UTS - On Running Each Line

52 Kg - 90 UTS- On Running Line Drilling holes of 16 mm to 32 mm dia. with Rail Drilling machine including chamfering with appropriate chamfering tools in all types of rail section with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Rail Drilling Machine will be as per RDSO Specification No. TM/SM/3, dated 24.04.1991.

On Running Line

Sleeper Squaring of sleeper by Hydraulic Sleeper Spacer with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Hydraulic Sleeper Spacer shall be as per RDSO's Specification No. TM/SM/17, dated 31.03.1992. Total 59440.10 Item- 13 Level Crossings S No. Item No Description of Item Unit Qty Rate Amount

Dismantling existing check rail of RM Level Crossing, blocks, bolts & nuts and stacking these in a countable manner near LC, free from any infringements as directed by Engineer in-charge.

Dismantling exiting Rail Height Each Gauge carefully and stacking the released material in countable m a n n e r , free from any infringements as directed by Engineer in-Charge including removal of cement concrete foundation and making surface clean. ER HQ-ENGINEERING/EASTERN RLY

Dismantling existing lifting barrier Set along with winch assembly and other components like boom, fringes, locking arrangements, pedestal, boom rest, locking rods/wires, pulley stakes, turn out wheels, 'A' base and other materials connected with functioning of lifting barrier, removing engineering indicators on track and level crossing road signages without any damage including demolishing concrete base of existing structures, filling, ramming and levelling the ground disturbed during demolition, clearing debris and stacking all released material in a neat and countable manner and clear of infringements, as directed. Note: Barriers on both sides of level crossing constitute one set.

Dismantling existing whistle boards Each along with post including demolishing base concrete and levelling of ground, stacking released materials at the level crossing concerned including clearing of debris, with contractor's labour, tools, vehicles, consumables, all lead and lift etc., complete without damage as directed by the Engineer-in-charge.

Fabrication, supplying and fixing Each Stop Boards of 600mm dia. to lifting barriers as per approved drawing, made of 3mm thick plate, using MS clamps, providing 6 nos. of 50mm dia. red retro-reflector on stop board, painting iron works with two coats of synthetic enamel paint over one coat of primer of approved quality & colour and writing STOP mark over the board. Fixing of wooden blocks of approximate size of 150mm x 300mm x 1200mm on end of check rails including sizing at level crossings with contractor's labour, tools & plants and as directed.

With Contractor's hard wood block Total 150187.12 Item- 14 Supply of P.Way Items S No. Item No Description of Item Unit Qty Rate Amount ER HQ-ENGINEERING/EASTERN RLY Manufacturing, fabricating and supplying retro-reflective Level Crossing Indicator boards, made of 2mm thick aluminium sheet or 3mm thick aluminium composite sheet, face to be fully covered with high intensity encapsulated type heat activated retro-reflective sheeting conforming to type-IV of ASTM- D4956-01 in yellow & black or other colour combination including subject matter, message, symbols, borders etc. as approved by Engineer In- charge or as per IRPWM guidelines, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class-2 of ASTM-D- 4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back-support frame of M.S. angle iron of size 25mm x 25mm x 3mm provided all along the edges of board with theft resistant measures, back side of board shall be with non-peelable weather-proof paint, consisting of one coat of zinc chromate primer and two coats of epoxy paint. Vertical post shall have black & white anti-corrosive paint or powder coating complete, as directed.

Bilingual Whistle Boards for level Set crossing of size 600mm x 600mm of each board with back support frame welded to vertical post of MS T section of size 75mm x 75mm x 6mm x 3950mm

Un-manned Level Crossing Danger Set Stop Board of size 675mmx525mm with back support frame welded to vertical post of MS angle of size 50mmx50mmx6mmx3650mm ER HQ-ENGINEERING/EASTERN RLY Manufacturing, fabricating and supplying retro-reflective Engineering Indicator boards, made of 2mm thick aluminium sheet or 3mm thick aluminium composite sheet, face to be fully covered with high intensity encapsulated type heat activated retro-reflective sheeting conforming to type-IV of ASTM-D4956-01 in yellow & black or other colour combination including subject matter, message, symbols, borders etc. as approved by Engineer In-charge or as per IRPWM guidelines, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class-2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back- support frame of M.S. angle iron of size 25mm x25mm x 3mmprovided all along the edges of board with theft resistant measures back side of board shall be with non-peelable weatherproof paint, consisting of one coat of zinc chromate primer and two coats of epoxy paint. Vertical post shall have black & white anti-corrosive paint or powder coating complete, as directed.

Caution Indicator Board of size Each 1400mmx400mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long

Speed Indicator Board of equilateral Each triangular shape having each side of 1000mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long

Termination Indicator Board of Each Circular shape having diameter of 1000mm with back support frame welded to vertical post of MS angle of size 50mmx50mmx6mm of 3950 mm long

Manufacturing, supplying and fixing Each Curve Indicator / Point Indicator / SEJ Boards to be provided at various locations on formation, made out of MS sheet 2mm thick of size 450mm x 300mm duly fixed with MS frame of 25mm x 25mm x 3mm angle welded to 50mm x 50mm x 3mm MS angle, 1000mm long post split and bent 100mm at bottom end with all lead & lift as per specification and including painting of details with enamel paint, as directed by Engineer in-charge (Earthwork & concreting will be paid separately) Total 319904.76

Item Breakup - B3-[Level Crossing Gate No. 103/E in the section KNJ-LGL]

"Payment stage: A) 40% of the MT quantity of this item shall be released when the raw materials is physically brought at the site/fabrication yard. a) The material shall be strictly in accordance with the contract specification. b) The material shall be delivered at site and properly stored under covered shed in measurable stacks. c) The quantity of material shall be brought to site only in such instalment that would facilitate smooth progress of work and consumed in reasonable time. d) Contractor should submit indemnity bond in prescribed format for payment of 40% amount as mentioned above under (a). e) The materials should be insured at contractor's cost in favour of Railways against theft, damage, fire etc. f) Manufactures test certificate is to be submitted against all raw materials. B) Further 50% of the quantity shall be released after completion of fabrication and fabricated material is physically brought to bridge site or as per required site (as per engineer incharge) for launcing plan. C) Balance 10% will be released after completion erection/launching of girder including painting and finishing in all respect. Note: a) The subject work is for fabrication of 25 T -2008 loading standard for Riveted/Welded plate girder as per RDSO/CE's relevant Drawing with latest amendments will be followed for fabrication of girder steel conforming to IS: 2062-2006, Gr.B and should be fully killed and fully normalised. All the steel materials required for girder shall be procured from integrated steel manufacturers approved by RDSO. b) The ER HQ-ENGINEERING/EASTERN RLY Contractor will observe safely as per IS-1179, IS-3016. c)The rate shall include all cost of inspection and testing required by the inspection Authority as per guideline given below: i) Inspection prior to welding includes parent metal, edge preparation, operators' qualifications, WPSS, Micro etching test etc. ii) Inspection during welding includes filler materials dimensional checks, non-destructive test such as Radio graphic tests (if required) dye penetration test and any other suitable non-destructive test as per IS code and IRS welded bridge code. d) The fabrication is to be done in work shop only with approved WPSS. The work shop shall be equipped with all required tools, plants, machineries etc. The Engineer-in charge before commencement of the fabrication work shall approve fabrication site. e) Regarding inspection & passing of the girder by nominated inspecting agency, decision of the inspecting agency will be final & binding on the contractor. f) A deduction @ 2% (Two percent) of the rate shall be made for using steel conforming to IS 2062 Gr. A instead of steel conforming to IS 2062 -2011 Gr. E- 250 BO. This is in compliance of CBE/E.Rly/HQ/KKK's letter no. W(8).196/10/Vol-III dated 20.03.13 " Total 7651002.15

Item Breakup - C1-[Level Crossing Gate No. 115/E in the section KNJ-LGL]

Item Breakup - C2-[Level Crossing Gate No. 115/E in the section KNJ-LGL]

With provision of one 50mm wide Metre retro-reflective tape in horizontal direction, duly secured/tight with vertical posts.

Supplying, driving and erecting in all Metre types of soils, hard wood pile 5m to 7m long without joint, 125mm average dia. for protection of bank slope including two coats of coal tar paint complete, as directed. Note: Payment will be made as per actual driven length of pile.

Driving rails 90R/52 Kg section Metre below average ground level within the slope/toe of embankment including making of nose with contractor's own arrangement complete in all respect Note: Payment will be made as per actual driven length of rail which will be supplied free by Railways at the site of work.

Shoring with 'Z' section MS sheet Sqm piles side by side in all kinds of soil mechanically or manually as per approved drawing with contractor's own arrangement complete in all respects and removal of sheet piles after completion of the work as directed by engineer in-charge Note: Payment will be made as per actual driven length of pile. Total 1572892.72 Item- 2 Bridge Works Substructure S No. Item No Description of Item Unit Qty Rate Amount ER HQ-ENGINEERING/EASTERN RLY Earthwork in excavation by mechanical means (Hydraulic Excavator)/Manual Means for foundations and floors of the bridges, retaining walls etc. including setting out, dressing of sides, ramming of bottom, getting out the excavated material, back filling in layers with approved material and consolidation of the layers by ramming and watering etc. including all lift, disposal of surplus soil up to a lead of 300m, all types of shoring and strutting with all labour and material complete as per drawing and technical specification as directed by Engineer in charge. Note: This item will be used for excavation work in connection with other miscellaneous works also like side drains, foundation for OHE masts and other miscellaneous structures in connection with Gauge Conversion, Doubling, New lines.

All kinds of soils Providing and laying in position Plain cement concrete of specified Nominal Mix f o r miscellaneous works like side drains, foundation for OHE masts and other miscellaneous structures excluding the cost of Cement, centering and shuttering - All work up to plinth level :

1:1½:3 (1 Cement: 1½ coarse sand cum (zone-III) : 3 graded stone aggregate 20 mm nominal size)

1:2:4 (1 cement : 2 coarse sand cum (zone-III) : 4 graded stone aggregate 20 mm nominal size)

Providing and laying in position cum machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality in RCC raft foundation & Pile cap including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. N o t e : 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item. ER HQ-ENGINEERING/EASTERN RLY Providing and laying in position machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality for the following Reinforced cement concrete structural elements up to height of 9.0 m from foundation top level, including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. N o t e : 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item.

Wing wall and Return wall

P r o v i d i n g and casting machine cum batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix, mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants, (Cast in-Situ/Pre-cast) in bottom/top slab, side walls, toe wall and sumps haunch filling head walls, thrust bed or any other component using 20mm graded crushed stone aggregate and coarse sand of approved quality of RCC box of any size including finishing, Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability, complete as per drawings and technical specifications as directed by Engineer in charge. N o t e : 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons at the stage of Mix Design and in that case deduction shall be made as per relevant item. ER HQ-ENGINEERING/EASTERN RLY

Providing and applying two coats of Sqm coal tar or bitumen confirming to IS:3117- latest version on the top and sides of RCC box/slabs @ 1.70 kg/sqm after cleaning the surface with all labour and materials complete job as directed by the Engineer. Centering and shuttering including strutting, propping etc. and removal of form for :

All types of bridge sub-structures, Sqm e.g. pier, abutment, wing wall, retaining wall, RCC box type foundations, Abutment cap, Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc. up to 5m above ground level

Extra for additional height over item Sqm no. 025031 & 025032 wherever required with adequate bracing, propping etc. over initial height of 5 metres for every additional height of 1 metre or part thereof. Supply and using Cement at Worksite

Ordinary Portland Cement 53 grade MT of approved brands/makes

Pozzolana approved brands/makes Total 17330948.09 Item- 3 Bridge Works Super Structure- RCC S No. Item No Description of Item Unit Qty Rate Amount ER HQ-ENGINEERING/EASTERN RLY

Casting single/twin RCC box of all sizes with or without common web section after supporting the track on temporary girders including design of pushing scheme, thrust bed, casting of all RCC components, with specified grade of controlled concrete, pushing it in correct position and alignment below Railway track/Road following all measures of track safety by 'Air pushing technique" as per approved drawings/scheme, in all types of soils with disposal of surplus earth away from vent up to 1 Km, fixing arrangement for all services & utilities including parapet walls on both sides, wearing course, foot paths, plaques, drainage arrangements etc. and all other incidental works to complete the ROB/RUB/Canal crossing in all respect as per specifications to the satisfaction of Engineer-in-Charge. Note: (1) The rate includes all items of work/supplies for complete job in all respects except "cost of Reinforced cement concrete, cement, reinforcement & shuttering" of (i) main RCC Box; (ii) Thrust Bed; (iii) Footpath (iv) Parapet wall and (v) wearing Course only, which shall be paid extra under relevant items of USSOR. (2) The CC Cribs as required and Temporary Girder shall be supplied by Railways at available location. (3) Transportation of Temporary Girder to site shall be paid separately under relevant item.. (4) The payment for this item shall be made for the clear inner cross section area of the parent RCC Box/Boxes and barrel length i.e. clear inner volume of parent RCC Box/Boxes. Loading, transportation of Precast RCC Girders / Slabs / Ballast retainers / Steel Girders etc. from Casting Yard to Site of Work, unloading and stacking at site of work at prescribed location as directed by Engineer-in-Charge up to 60 kms.

Above 5 km up to 10 km

Above 10 km up to 15 km

Above 15 km up to 20 km

Above 20 km up to 25 km

Above 25 km up to 30 km

Above 30 km up to 35 km

Above 35 km up to 40 km

Above 40 km up to 60 km ER HQ-ENGINEERING/EASTERN RLY Loading, transportation of Precast RCC Girders / Slabs / Ballast retainers / Steel Girders etc. from Casting Yard to Site of Work, unloading and stacking at site of work at prescribed location as directed by Engineer-in-Charge above 60 kms.

Above 60 km up to 80 km

Above 80 km up to 100 km

Above 100 km up to 150 km

Above 150 km up to 200 km Total 1813084.20 Item- 4 Bridge Works : Super Structure- Steel S No. Item No Description of Item Unit Qty Rate Amount Metallizing of steel work of girders with sprayed aluminium after surface preparation by Sand/grit blasting, followed by one coat of etch primer (IS:5666) & one coat of Zinc Chrome primer (IS:104) and two coats of aluminium paint (IS:2339) with all labour, T&P and material as a complete job duly conforming to all relevant specifications and process given under Clause 39 of IRS-B1-2001. Note: Nominal Thickness of sprayed Aluminium coating shall be 150 microns. DFT of Zinc chrome primer shall be 25-30 microns and DFT of each coat of Aluminium paint shall be 12-14 microns.

On new girder during fabrication

Supplying fabricating and erecting MT welded and/or bolted and/or riveted steel work in built up sections, trusses and framed work, staging, racks, Height Gauge etc. for Steel Structures other than bridge girders, using RSJ, tees, angles and channels/flats, plates, gussets, round or square bars, cleats, bolts etc., with contractors own steel including cutting, bending, straightening, drilling, riveting, hoisting, fixing, erecting, welding, bolting etc., with Providing stiffeners wherever required as per approved drawing including applying a priming coat of a approved steel primer with all contractor's materials, labour, tools & plants, lead & lift including crossing of tracks if required etc., complete as per specification and as directed by Engineer-in-c ha rge . Note: The payment shall be made on the theoretical weight of main components and gusset plates only. Total 3648344.90 Item- 5 Bridge Works- Misc. S No. Item No Description of Item Unit Qty Rate Amount ER HQ-ENGINEERING/EASTERN RLY

Supply and laying of quarry dust cum including consolidation, supply of all materials, labour, lead, lift, tools, plants, crossing of tracks as per drawing and technical specification as directed by the Engineer in charge in case loose slush is encountered at site of foundation before casting the foundation or laying the filtering media.

Dewatering accumulated water from any Hour location. Payment to be done for Horse power of pump multiplied by pumping hours. Total 1067554.00 Item- 6 Miscellaneous Items S No. Item No Description of Item Unit Qty Rate Amount Hiring of machinery for minor miscellaneous works for short duration including operator/driver, fuel, lubricants and consumable. The contractor shall arrange all statutory permits as required by rules and regulations prevailing in the area of work. Payment shall be made for actual working hours at site.

JCB Backhoe Loaders 3DX Plus or Hour similar with minimum 1.10 cum bucket capacity

Supplying and filling 50 kg size Each empty cement polythene bags with Rly. Ballast/moorum/earth/Sand/quarry dust etc. placing the filled bags on the high banks /bridge approaches/nominated place etc. dumping and spreading at the nominated locations to profile under block period with all contractor's labour, tools, plants, loading, unloading, filling, spreading including all lead/lift etc. complete and as directed by the Engineer in charge at site including crossing of track where necessary. Total 595270.00 Item- 7 Bridge Related Activities S No. Item No Description of Item Unit Qty Rate Amount ER HQ-ENGINEERING/EASTERN RLY Insertion of temporary girder in place of formation involving dismantling of track, removal of ballast and neatly stacking for future use, excavation & installation of CC crib or wooden crib at both ends as per approved design in one or more traffic blocks, excavation for creating space for insertion of girder as required, placement of girder by contractor's Crane, tools & plants, filling of earth/sand filled bags at different stages as required, linking of track and connecting with the approaches, ballasting, boxing and packing approach sleepers to make track fit for 20 kmph to the satisfaction of Engineer in-charge. Note: 1. The CC Cribs as required and Temporary Girder shall be supplied by Railways at available l o c a t i o n . 2. Transportation of Temporary Girder to site shall be paid separately under relevant item. 3. The charges for wooden sleepers/blocks required for matting and bearing as per approved design shall be paid extra as per relevant item. 4. In case bridge timber / channel sleepers are required to be laid on girder, the same shall be paid separately under relevant item.

RH /Temporary girder of length Each above 16.3m and up to 26.00 using Road crane capacity of 80 MT

Manufacturing and using wooden cum sleepers/blocks required for matting and bearing as per approved design for use below and above CC Crib for insertion of Temporary Girder etc.. Note: The item is for one time use and released wooden sleepers/blocks shall be the property of the Contractor. Removal of temporary girder, crib on both ends and placing temporary girder on crib / cess away from Railway track as directed by engineer at site under traffic block; filling of Railway's earth by ramming, pulling ballast from stack / adjoining track / same track, laying track, linking with approach track and packing of ballast for opening track at 20 kmph speed, boxing & dressing of cess, ballast profiling etc. Note: If earth is to be brought by contractor from outside, the same will be paid separately.

RH /Temporary girder of length Each above 16.3m and up to 26.00 using Road crane capacity of 80 MT Total 619018.06 Item- 8 Rails, Sleepers, Fittings and Renewals S No. Item No Description of Item Unit Qty Rate Amount ER HQ-ENGINEERING/EASTERN RLY Dismantling and removing rail of all section & length from track, laid on any type & density of sleeper by removing fish plates, fastenings & fish bolts and other materials including stacking all released materials within an average distance of 500 metres as directed by Engineer in-charge. Note: 1.Cutting of rails shall be paid separately. 2.Work to be done under traffic block.

For Casual/Scattered Rail Renewal RM work Insertion of rails of all types & length in track, laid on any type & density of sleeper to the specified gauge under traffic block. Rates include fastening of rail with sleepers with standard set of fastenings and fixing of fish plates and bolts or, if required, providing gap for welding and stacking of released material without infringement within 250m as directed by Engineer-in-Charge. Note: Rail drilling and cutting to be paid separately.

For Casual/Scattered Rail Renewal RM work Replacement of any type of sleepers in track with PSC sleepers lying on cess or at Bridge Approaches for casual renewal at isolated locations with all fittings complete to specified gauge & cross level with contractor's tools including packing and dressing of ballast, as directed by Engineer in-charge. Released materials shall be neatly stacked and handed over at specified location within an average lead of 250 m or near either side of Bridge approaches as directed.

Ballasted Deck Bridge Fixing of fish plates with fish bolts on a joint of all rail sections duly lubricating fish plates/bolts with contractor's grease graphite in running track condition including transportation of fish plates and fish bolts from nearest station / store / level crossing. Note: Rail cutting & drilling to be paid separately.

Fish plates with 4 fish bolts.

Lubrication of Elastic Rail Clips on ERC PSC sleepers as per procedure prescribed in latest edition of IRPWM with Railway's grease. ER HQ-ENGINEERING/EASTERN RLY

Removing seized ERC from SGCI ERC inserts of existing track by using suitable approved chemicals and re- fixing after greasing of insert eye and ERC with Contractor's grease of specified quality as per provisions of IRPWM, as directed by Engineer in- charge. Note: 1.List of Seized ERC along with location shall be prepared after inspection of SSE/P.Way and marked prior to execution of this item. 2. Due care shall be taken to avoid any damage to the sleeper 3.A penalty of 50% of the basic cost of new sleeper in nearest sleeper factory shall be levied on each, if SGCI insert is broken or sleeper gets cracked in the process.

Lubrication of gauge face of rail on RM curves, cross overs, points & crossings, turn-in curves and at locations as required with contractor's grease graphite grade "O" IS 408 and as directed. Total 384012.60 Item- 9 Manual / Mechanised Screening & Ballast Related Activities S No. Item No Description of Item Unit Qty Rate Amount Recoupment of ballast in running line with railway's stone ballast from existing stacks available along alignment either on top of cutting or on cess or at toe of bank by head leads or by any other means and spreading to make up deficiency in the required profile with contractor's labour, tools & plants, as directed by Engineer-in-charge. Note: Payment shall be made based on ballast stack measurement.

For average lead up to 50m and lift cum up to 5m

Lifting and packing for regrading the TRM existing PSC sleeper track to required height / level in stages not exceeding 75mm or part thereof at a time, providing permissible ramp for the track, insertion of moorum / sand / stone ballast uniformly under the existing track and placing the same to safe approved gradient, gauge, cushion including levelling and one round of through packing to allow train movement at restricted speed of 30 kmph for a specified length with all leads & lifts and fixing, marking, painting rail level pegs at every 30m interval. Note: Lifting of track shall be done in stages as per procedure prescribed in latest edition of IRPWM to get the proposed final level as per approved working profile, as directed by Engineer in-charge.

Extra for additional lift over 75mm TRM for every 50mm lift or part thereof up to 275mm for item nos. 083010 for each TRM. ER HQ-ENGINEERING/EASTERN RLY

Boxing and profiling of ballast as per TRM procedure prescribed in latest edition of IRPWM including cess dressing on both sides of track. The work will include removing excess ballast from track and putting the same in crib and shoulder by leading to a maximum of 50m including crossing of track, deweeding on ballast section etc and as directed by Engineer-In charge.

Removing, screening and salvaging cum ballast from track, duly digging / scarifying ballast by beaters / wire brushes or any mechanical means, leveling and dressing formation with specified cross slope after salvaging ballast, separating muck by screening the salvaged ballast with contractor's 20mm size sieve, stacking of screened ballast for measurement, disposing off muck at specified locations with all lead & lifts as directed by Engineer in- charge. Note: Payment shall be made for quantity of ballast stacked after screening of retrieved ballast from track. Manufacturing, supply and stacking o f machine crushed Track Ballast conforming to RDSO Specification (IRS-GE-1) with latest correction slips at Railway depot or nominated location. Note: Distance of nearest quarry mentioned in each sub-item is only for the purpose of selecting the items for preparation of estimates/tender schedule, based on the minimum distance between nearest quarry and centre of supply points and will not affect the selection of quarry during physical supply in any way till prescribed specification is met fully.

When distance of nearest quarry is cum more than 100 km and up to 150 km Total 696830.10 Item- 10 Welding Activities S No. Item No Description of Item Unit Qty Rate Amount ER HQ-ENGINEERING/EASTERN RLY 25mm gap 'in-situ' welding during traffic block using Railway's welding portion and finishing of weld to meet the prescribed tolerances and pass all stipulated tests with all required labour, materials, consumables, tools, equipments etc. to complete the work in all respect as per IR's "Manual for Fusion Welding of Rails by Alumino - Thermic Process" with latest correction slips, including marking of welded joint, painting weld collar with anticorrosive paint, restoration of track near weld joint to original position and fixing of joggled fish plate at new weld, to be removed after passing of weld in USFD test as directed by Engineer in charge. Note: 1. Welding portion and related accessories as per Annexure - I shall be supplied by Railways. All other items required shall be supplied by the Contractor. 2. Welding shall be carried out only by trained welder having valid competency certificate. 3. Hydraulic Weld trimmer shall be used for chipping and profile Grinder for finishing. 4. Required nos. of Joggled fish plates shall be supplied by Railway at nearest P. Way Stores and the same shall be returned at nearest P. Way Store or at other location as per direction of Engineer- in-Charge after release from track.

For 52 Kg - 90 UTS or 52 Kg 72UTS Each Rail, Single shot crucible fitted with Automatic Tapping Thimble Technology, 3 pieces Mould (Zircon washed) and Compressed Air Petrol heating technique. Total 40650.20 Item- 11 Maintenance Activities S No. Item No Description of Item Unit Qty Rate Amount Through packing of track, as per procedure prescribed in latest edition of Indian Railways Permanent Way Manual

For PSC sleeper Track with Sleeper TRM Density of 1540 Sleepers/Km or more First or Second Through Packing of track of all sleeper density including giving a general lift, as desired to eliminate sag after Deep Screening work, lifting of track, lowering of track and major realignment of curves and formation rehabilitation as per procedure prescribed in latest edition of IRPWM. Note: General lift is normally 25 mm and isolated lift may be up to 50 mm.

For PSC Sleeper Track with Sleeper TRM Density of 1660 ER HQ-ENGINEERING/EASTERN RLY Third or subsequent Through Packing of track for all sleeper density including picking of slacks, as required after second through packing, subsequent to Deep Screening work as per procedure prescribed in latest edition of IRPWM. This item can also be used after lifting/regrading/realignment works also. Note: General lift is normally 25 mm and isolated lift may be up to 50 mm.

For PSC Sleeper Track with Sleeper TRM Density of 1660 Through packing of points and crossings, derailing switches including gauging, fittings recoupment, ballasting as required, elimination of sag and to the required alignment after Deep Screening as per procedure prescribed in latest edition of IRPWM complete as per direction of Engineer-in-charge. Note: This work shall be operated in exceptional cases with written approval at DEN level when UNIMAT is not available and immediate packing is required to pass train over it.

1 in 12 PSC layout De-stressing of LWR/CWR track of any density under traffic line block with contractor's labours, tools, equipments and consumables inclusive of all lead & lift. Activities include cutting of LWR/CWR into convenient panels of specified length, removal of ERCs, liners, greasing of ERCs and liner contact area, lifting rails and keeping them on rollers provided at every 15 sleepers, working out elongation of rail ends depending on prevailing site conditions, pulling rails with the help of Hydraulic Tensor to achieve the desired elongation, cutting rails, as required, removing rollers and placing rail in position, re-fixing ERCs & liners and adjustment of gap at SEJs : Note: (1) Welding of rail joints will be paid separately. (2) Rail cutting and Hole drilling shall be paid separately. (3) Opening and closing of LC if required will be paid separately. (4) As per procedure prescribed in latest edition of IRPWM & CE's Circulars for destressing of LWR/CWR, if any.

With Contractor's tensor

Without Rail tensor Fixing Joggled Fish Plates with bolt / clamp (supplied by Railway from nearest SSE Store) in running track conditions at welds on rail, as directed by engineer in-charge (drilling of holes in rail, if required, shall be paid separately).

With Clamps ER HQ-ENGINEERING/EASTERN RLY Maintenance of track on main line & loops, Points & crossings etc. including special attention to section for carrying out various maintenance works listed in Indian Railways P.Way Manual / Bridge Manual for safe running of goods and passenger trains with contractor's tools / labours etc. complete, as directed by Engineer in-charge. Note: Contractor shall arrange one gang at any point of time comprising of minimum specified labours with sufficient experience in P.Way working.

One mobile Gang comprising of 15 Gang physically fit labours plus 1 Mate. Day N o t e : (1) In case, contractor provides less no. of Labour/Mate or for non availability of vehicle, payment will be deducted for each such person or non-availability of vehicle @ 20% of the accepted item rate, separately for each shortfall. (2) The Contractor shall keep one pick up Truck of minimum 1.5T payload capacity with Driver all the time and all expenditures for running at an average of 80 kms per day shall be born by the Contractor. Fixing of Wooden Distance Block of size 1.0m x 0.3m x 0.15m between track and platform wall.

With Contractor's hard wood block.

Removing weeds & bushes in ballast TRM section and cess up to 3.95m from centre line of track in mid section & station yard, as specified by Engineer in-charge including disposal of branches, bushes outside cess/yard.

Trimming of tree branches coming Each within 6m of centre line of track & those obstructing views of Curves/LCs / Signal / Indicator at locations in section & station yard, as specified by Engineer in-charge including disposal of branches, bushes outside cess/yard. Note: Girth of more than 20 cm will only be considered as tree branch. Marking, inscribing, painting, writing, bordering etc. on new / old iron surface at various locations of Points & Crossings with details of turn-in / turn-out reference station mark on rail web for one set, duly preparing surface with contractor's wire brush and applying two coats of yellow synthetic enamel paint of approved quality as background and stenciling the details to suitable size, as described for every curve reference station mark / switch / crossing details with black enamel paint of approved quality complete, as directed : Note: Stenciling of letters is only permitted. No hand written letters are accepted.

1 in 12 Turnout ER HQ-ENGINEERING/EASTERN RLY Total 1664486.10 Item- 12 Small Track Machines S No. Item No Description of Item Unit Qty Rate Amount Quick cutting with abrasive rail cutter of all types of rail sections including wear resistant, head hardened rails up to 110 UTS, with contractors tools & plants, equipment, consumable with all lead & lift etc. complete as directed by Engineer in-charge. Abrasive Rail Cutter will be as per RDSO Specification No. TM/SM/1 (Rev. 01 of 2012) with latest status of RDSO; Rail Cutting Wheel Abrasive Disc will be as per RDSO Specification No.TM/SM/2 (Rev. 01 of 2020)

52 Kg - 90 UTS - Outside Track

60 Kg - 110/90 UTS - On Running Each Line

52 Kg - 90 UTS- On Running Line Drilling holes of 16 mm to 32 mm dia. with Rail Drilling machine including chamfering with appropriate chamfering tools in all types of rail section with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Rail Drilling Machine will be as per RDSO Specification No. TM/SM/3, dated 24.04.1991.

On Running Line

Sleeper Squaring of sleeper by Hydraulic Sleeper Spacer with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Hydraulic Sleeper Spacer shall be as per RDSO's Specification No. TM/SM/17, dated 31.03.1992. Total 59440.10 Item- 13 Level Crossings S No. Item No Description of Item Unit Qty Rate Amount

Dismantling existing check rail of RM Level Crossing, blocks, bolts & nuts and stacking these in a countable manner near LC, free from any infringements as directed by Engineer in-charge.

Dismantling exiting Rail Height Each Gauge carefully and stacking the released material in countable m a n n e r , free from any infringements as directed by Engineer in-Charge including removal of cement concrete foundation and making surface clean. ER HQ-ENGINEERING/EASTERN RLY

Dismantling existing lifting barrier Set along with winch assembly and other components like boom, fringes, locking arrangements, pedestal, boom rest, locking rods/wires, pulley stakes, turn out wheels, 'A' base and other materials connected with functioning of lifting barrier, removing engineering indicators on track and level crossing road signages without any damage including demolishing concrete base of existing structures, filling, ramming and levelling the ground disturbed during demolition, clearing debris and stacking all released material in a neat and countable manner and clear of infringements, as directed. Note: Barriers on both sides of level crossing constitute one set.

Dismantling existing whistle boards Each along with post including demolishing base concrete and levelling of ground, stacking released materials at the level crossing concerned including clearing of debris, with contractor's labour, tools, vehicles, consumables, all lead and lift etc., complete without damage as directed by the Engineer-in-charge.

Fabrication, supplying and fixing Each Stop Boards of 600mm dia. to lifting barriers as per approved drawing, made of 3mm thick plate, using MS clamps, providing 6 nos. of 50mm dia. red retro-reflector on stop board, painting iron works with two coats of synthetic enamel paint over one coat of primer of approved quality & colour and writing STOP mark over the board. Fixing of wooden blocks of approximate size of 150mm x 300mm x 1200mm on end of check rails including sizing at level crossings with contractor's labour, tools & plants and as directed.

With Contractor's hard wood block Total 150187.12 Item- 14 Supply of P.Way Items S No. Item No Description of Item Unit Qty Rate Amount ER HQ-ENGINEERING/EASTERN RLY Manufacturing, fabricating and supplying retro-reflective Level Crossing Indicator boards, made of 2mm thick aluminium sheet or 3mm thick aluminium composite sheet, face to be fully covered with high intensity encapsulated type heat activated retro-reflective sheeting conforming to type-IV of ASTM- D4956-01 in yellow & black or other colour combination including subject matter, message, symbols, borders etc. as approved by Engineer In- charge or as per IRPWM guidelines, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class-2 of ASTM-D- 4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back-support frame of M.S. angle iron of size 25mm x 25mm x 3mm provided all along the edges of board with theft resistant measures, back side of board shall be with non-peelable weather-proof paint, consisting of one coat of zinc chromate primer and two coats of epoxy paint. Vertical post shall have black & white anti-corrosive paint or powder coating complete, as directed.

Bilingual Whistle Boards for level Set crossing of size 600mm x 600mm of each board with back support frame welded to vertical post of MS T section of size 75mm x 75mm x 6mm x 3950mm

Un-manned Level Crossing Danger Set Stop Board of size 675mmx525mm with back support frame welded to vertical post of MS angle of size 50mmx50mmx6mmx3650mm ER HQ-ENGINEERING/EASTERN RLY Manufacturing, fabricating and supplying retro-reflective Engineering Indicator boards, made of 2mm thick aluminium sheet or 3mm thick aluminium composite sheet, face to be fully covered with high intensity encapsulated type heat activated retro-reflective sheeting conforming to type-IV of ASTM-D4956-01 in yellow & black or other colour combination including subject matter, message, symbols, borders etc. as approved by Engineer In-charge or as per IRPWM guidelines, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class-2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back- support frame of M.S. angle iron of size 25mm x25mm x 3mmprovided all along the edges of board with theft resistant measures back side of board shall be with non-peelable weatherproof paint, consisting of one coat of zinc chromate primer and two coats of epoxy paint. Vertical post shall have black & white anti-corrosive paint or powder coating complete, as directed.

Caution Indicator Board of size Each 1400mmx400mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long

Speed Indicator Board of equilateral Each triangular shape having each side of 1000mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long

Termination Indicator Board of Each Circular shape having diameter of 1000mm with back support frame welded to vertical post of MS angle of size 50mmx50mmx6mm of 3950 mm long

Manufacturing, supplying and fixing Each Curve Indicator / Point Indicator / SEJ Boards to be provided at various locations on formation, made out of MS sheet 2mm thick of size 450mm x 300mm duly fixed with MS frame of 25mm x 25mm x 3mm angle welded to 50mm x 50mm x 3mm MS angle, 1000mm long post split and bent 100mm at bottom end with all lead & lift as per specification and including painting of details with enamel paint, as directed by Engineer in-charge (Earthwork & concreting will be paid separately) Total 319904.76

Item Breakup - C3-[Level Crossing Gate No. 115/E in the section KNJ-LGL]

"Payment stage: A) 40% of the MT quantity of this item shall be released when the raw materials is physically brought at the site/fabrication yard. a) The material shall be strictly in accordance with the contract specification. b) The material shall be delivered at site and properly stored under covered shed in measurable stacks. c) The quantity of material shall be brought to site only in such instalment that would facilitate smooth progress of work and consumed in reasonable time. d) Contractor should submit indemnity bond in prescribed format for payment of 40% amount as mentioned above under (a). e) The materials should be insured at contractor's cost in favour of Railways against theft, damage, fire etc. f) Manufactures test certificate is to be submitted against all raw materials. B) Further 50% of the quantity shall be released after completion of fabrication and fabricated material is physically brought to bridge site or as per required site (as per engineer incharge) for launcing plan. C) Balance 10% will be released after completion erection/launching of girder including painting and finishing in all respect. Note: a) The subject work is for fabrication of 25 T -2008 loading standard for Riveted/Welded plate girder as per RDSO/CE's relevant Drawing with latest amendments will be followed for fabrication of girder steel conforming to IS: 2062-2006, Gr.B and should be fully killed and fully normalised. All the steel materials required for girder shall be procured from integrated steel manufacturers approved by RDSO. b) The ER HQ-ENGINEERING/EASTERN RLY Contractor will observe safely as per IS-1179, IS-3016. c)The rate shall include all cost of inspection and testing required by the inspection Authority as per guideline given below: i) Inspection prior to welding includes parent metal, edge preparation, operators' qualifications, WPSS, Micro etching test etc. ii) Inspection during welding includes filler materials dimensional checks, non-destructive test such as Radio graphic tests (if required) dye penetration test and any other suitable non-destructive test as per IS code and IRS welded bridge code. d) The fabrication is to be done in work shop only with approved WPSS. The work shop shall be equipped with all required tools, plants, machineries etc. The Engineer-in charge before commencement of the fabrication work shall approve fabrication site. e) Regarding inspection & passing of the girder by nominated inspecting agency, decision of the inspecting agency will be final & binding on the contractor. f) A deduction @ 2% (Two percent) of the rate shall be made for using steel conforming to IS 2062 Gr. A instead of steel conforming to IS 2062 -2011 Gr. E- 250 BO. This is in compliance of CBE/E.Rly/HQ/KKK's letter no. W(8).196/10/Vol-III dated 20.03.13 " Total 7651002.15

Item Breakup - D1-[Level Crossing Gate No. 127/E in the section KNJ-LGL]

Item Breakup - D2-[Level Crossing Gate No. 127/E in the section KNJ-LGL]

With provision of one 50mm wide Metre retro-reflective tape in horizontal direction, duly secured/tight with vertical posts.

Supplying, driving and erecting in all Metre types of soils, hard wood pile 5m to 7m long without joint, 125mm average dia. for protection of bank slope including two coats of coal tar paint complete, as directed. Note: Payment will be made as per actual driven length of pile.

Driving rails 90R/52 Kg section Metre below average ground level within the slope/toe of embankment including making of nose with contractor's own arrangement complete in all respect Note: Payment will be made as per actual driven length of rail which will be supplied free by Railways at the site of work.

Shoring with 'Z' section MS sheet Sqm piles side by side in all kinds of soil mechanically or manually as per approved drawing with contractor's own arrangement complete in all respects and removal of sheet piles after completion of the work as directed by engineer in-charge Note: Payment will be made as per actual driven length of pile. Total 1572892.72 Item- 2 Bridge Works Substructure S No. Item No Description of Item Unit Qty Rate Amount ER HQ-ENGINEERING/EASTERN RLY Earthwork in excavation by mechanical means (Hydraulic Excavator)/Manual Means for foundations and floors of the bridges, retaining walls etc. including setting out, dressing of sides, ramming of bottom, getting out the excavated material, back filling in layers with approved material and consolidation of the layers by ramming and watering etc. including all lift, disposal of surplus soil up to a lead of 300m, all types of shoring and strutting with all labour and material complete as per drawing and technical specification as directed by Engineer in charge. Note: This item will be used for excavation work in connection with other miscellaneous works also like side drains, foundation for OHE masts and other miscellaneous structures in connection with Gauge Conversion, Doubling, New lines.

All kinds of soils Providing and laying in position Plain cement concrete of specified Nominal Mix f o r miscellaneous works like side drains, foundation for OHE masts and other miscellaneous structures excluding the cost of Cement, centering and shuttering - All work up to plinth level :

1:1½:3 (1 Cement: 1½ coarse sand cum (zone-III) : 3 graded stone aggregate 20 mm nominal size)

1:2:4 (1 cement : 2 coarse sand cum (zone-III) : 4 graded stone aggregate 20 mm nominal size)

Providing and laying in position cum machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality in RCC raft foundation & Pile cap including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. N o t e : 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item. ER HQ-ENGINEERING/EASTERN RLY Providing and laying in position machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality for the following Reinforced cement concrete structural elements up to height of 9.0 m from foundation top level, including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. N o t e : 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item.

Wing wall and Return wall

P r o v i d i n g and casting machine cum batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix, mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants, (Cast in-Situ/Pre-cast) in bottom/top slab, side walls, toe wall and sumps haunch filling head walls, thrust bed or any other component using 20mm graded crushed stone aggregate and coarse sand of approved quality of RCC box of any size including finishing, Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability, complete as per drawings and technical specifications as directed by Engineer in charge. N o t e : 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons at the stage of Mix Design and in that case deduction shall be made as per relevant item. ER HQ-ENGINEERING/EASTERN RLY

Providing and applying two coats of Sqm coal tar or bitumen confirming to IS:3117- latest version on the top and sides of RCC box/slabs @ 1.70 kg/sqm after cleaning the surface with all labour and materials complete job as directed by the Engineer. Centering and shuttering including strutting, propping etc. and removal of form for :

All types of bridge sub-structures, Sqm e.g. pier, abutment, wing wall, retaining wall, RCC box type foundations, Abutment cap, Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc. up to 5m above ground level

Extra for additional height over item Sqm no. 025031 & 025032 wherever required with adequate bracing, propping etc. over initial height of 5 metres for every additional height of 1 metre or part thereof. Supply and using Cement at Worksite

Ordinary Portland Cement 53 grade MT of approved brands/makes

Pozzolana approved brands/makes Total 17330948.09 Item- 3 Bridge Works Super Structure- RCC S No. Item No Description of Item Unit Qty Rate Amount ER HQ-ENGINEERING/EASTERN RLY

Casting single/twin RCC box of all sizes with or without common web section after supporting the track on temporary girders including design of pushing scheme, thrust bed, casting of all RCC components, with specified grade of controlled concrete, pushing it in correct position and alignment below Railway track/Road following all measures of track safety by 'Air pushing technique" as per approved drawings/scheme, in all types of soils with disposal of surplus earth away from vent up to 1 Km, fixing arrangement for all services & utilities including parapet walls on both sides, wearing course, foot paths, plaques, drainage arrangements etc. and all other incidental works to complete the ROB/RUB/Canal crossing in all respect as per specifications to the satisfaction of Engineer-in-Charge. Note: (1) The rate includes all items of work/supplies for complete job in all respects except "cost of Reinforced cement concrete, cement, reinforcement & shuttering" of (i) main RCC Box; (ii) Thrust Bed; (iii) Footpath (iv) Parapet wall and (v) wearing Course only, which shall be paid extra under relevant items of USSOR. (2) The CC Cribs as required and Temporary Girder shall be supplied by Railways at available location. (3) Transportation of Temporary Girder to site shall be paid separately under relevant item.. (4) The payment for this item shall be made for the clear inner cross section area of the parent RCC Box/Boxes and barrel length i.e. clear inner volume of parent RCC Box/Boxes. Loading, transportation of Precast RCC Girders / Slabs / Ballast retainers / Steel Girders etc. from Casting Yard to Site of Work, unloading and stacking at site of work at prescribed location as directed by Engineer-in-Charge up to 60 kms.

Above 5 km up to 10 km

Above 10 km up to 15 km

Above 15 km up to 20 km

Above 20 km up to 25 km

Above 25 km up to 30 km

Above 30 km up to 35 km

Above 35 km up to 40 km

Above 40 km up to 60 km ER HQ-ENGINEERING/EASTERN RLY Loading, transportation of Precast RCC Girders / Slabs / Ballast retainers / Steel Girders etc. from Casting Yard to Site of Work, unloading and stacking at site of work at prescribed location as directed by Engineer-in-Charge above 60 kms.

Above 60 km up to 80 km

Above 80 km up to 100 km

Above 100 km up to 150 km

Above 150 km up to 200 km Total 1813084.20 Item- 4 Bridge Works : Super Structure- Steel S No. Item No Description of Item Unit Qty Rate Amount Metallizing of steel work of girders with sprayed aluminium after surface preparation by Sand/grit blasting, followed by one coat of etch primer (IS:5666) & one coat of Zinc Chrome primer (IS:104) and two coats of aluminium paint (IS:2339) with all labour, T&P and material as a complete job duly conforming to all relevant specifications and process given under Clause 39 of IRS-B1-2001. Note: Nominal Thickness of sprayed Aluminium coating shall be 150 microns. DFT of Zinc chrome primer shall be 25-30 microns and DFT of each coat of Aluminium paint shall be 12-14 microns.

On new girder during fabrication

Supplying fabricating and erecting MT welded and/or bolted and/or riveted steel work in built up sections, trusses and framed work, staging, racks, Height Gauge etc. for Steel Structures other than bridge girders, using RSJ, tees, angles and channels/flats, plates, gussets, round or square bars, cleats, bolts etc., with contractors own steel including cutting, bending, straightening, drilling, riveting, hoisting, fixing, erecting, welding, bolting etc., with Providing stiffeners wherever required as per approved drawing including applying a priming coat of a approved steel primer with all contractor's materials, labour, tools & plants, lead & lift including crossing of tracks if required etc., complete as per specification and as directed by Engineer-in-c ha rge . Note: The payment shall be made on the theoretical weight of main components and gusset plates only. Total 3648344.90 Item- 5 Bridge Works- Misc. S No. Item No Description of Item Unit Qty Rate Amount ER HQ-ENGINEERING/EASTERN RLY

Supply and laying of quarry dust cum including consolidation, supply of all materials, labour, lead, lift, tools, plants, crossing of tracks as per drawing and technical specification as directed by the Engineer in charge in case loose slush is encountered at site of foundation before casting the foundation or laying the filtering media.

Dewatering accumulated water from any Hour location. Payment to be done for Horse power of pump multiplied by pumping hours. Total 1067554.00 Item- 6 Miscellaneous Items S No. Item No Description of Item Unit Qty Rate Amount Hiring of machinery for minor miscellaneous works for short duration including operator/driver, fuel, lubricants and consumable. The contractor shall arrange all statutory permits as required by rules and regulations prevailing in the area of work. Payment shall be made for actual working hours at site.

JCB Backhoe Loaders 3DX Plus or Hour similar with minimum 1.10 cum bucket capacity

Supplying and filling 50 kg size Each empty cement polythene bags with Rly. Ballast/moorum/earth/Sand/quarry dust etc. placing the filled bags on the high banks /bridge approaches/nominated place etc. dumping and spreading at the nominated locations to profile under block period with all contractor's labour, tools, plants, loading, unloading, filling, spreading including all lead/lift etc. complete and as directed by the Engineer in charge at site including crossing of track where necessary. Total 595270.00 Item- 7 Bridge Related Activities S No. Item No Description of Item Unit Qty Rate Amount ER HQ-ENGINEERING/EASTERN RLY Insertion of temporary girder in place of formation involving dismantling of track, removal of ballast and neatly stacking for future use, excavation & installation of CC crib or wooden crib at both ends as per approved design in one or more traffic blocks, excavation for creating space for insertion of girder as required, placement of girder by contractor's Crane, tools & plants, filling of earth/sand filled bags at different stages as required, linking of track and connecting with the approaches, ballasting, boxing and packing approach sleepers to make track fit for 20 kmph to the satisfaction of Engineer in-charge. Note: 1. The CC Cribs as required and Temporary Girder shall be supplied by Railways at available l o c a t i o n . 2. Transportation of Temporary Girder to site shall be paid separately under relevant item. 3. The charges for wooden sleepers/blocks required for matting and bearing as per approved design shall be paid extra as per relevant item. 4. In case bridge timber / channel sleepers are required to be laid on girder, the same shall be paid separately under relevant item.

RH /Temporary girder of length Each above 16.3m and up to 26.00 using Road crane capacity of 80 MT

Manufacturing and using wooden cum sleepers/blocks required for matting and bearing as per approved design for use below and above CC Crib for insertion of Temporary Girder etc.. Note: The item is for one time use and released wooden sleepers/blocks shall be the property of the Contractor. Removal of temporary girder, crib on both ends and placing temporary girder on crib / cess away from Railway track as directed by engineer at site under traffic block; filling of Railway's earth by ramming, pulling ballast from stack / adjoining track / same track, laying track, linking with approach track and packing of ballast for opening track at 20 kmph speed, boxing & dressing of cess, ballast profiling etc. Note: If earth is to be brought by contractor from outside, the same will be paid separately.

RH /Temporary girder of length Each above 16.3m and up to 26.00 using Road crane capacity of 80 MT Total 619018.06 Item- 8 Rails, Sleepers, Fittings and Renewals S No. Item No Description of Item Unit Qty Rate Amount ER HQ-ENGINEERING/EASTERN RLY Dismantling and removing rail of all section & length from track, laid on any type & density of sleeper by removing fish plates, fastenings & fish bolts and other materials including stacking all released materials within an average distance of 500 metres as directed by Engineer in-charge. Note: 1.Cutting of rails shall be paid separately. 2.Work to be done under traffic block.

For Casual/Scattered Rail Renewal RM work Insertion of rails of all types & length in track, laid on any type & density of sleeper to the specified gauge under traffic block. Rates include fastening of rail with sleepers with standard set of fastenings and fixing of fish plates and bolts or, if required, providing gap for welding and stacking of released material without infringement within 250m as directed by Engineer-in-Charge. Note: Rail drilling and cutting to be paid separately.

For Casual/Scattered Rail Renewal RM work Replacement of any type of sleepers in track with PSC sleepers lying on cess or at Bridge Approaches for casual renewal at isolated locations with all fittings complete to specified gauge & cross level with contractor's tools including packing and dressing of ballast, as directed by Engineer in-charge. Released materials shall be neatly stacked and handed over at specified location within an average lead of 250 m or near either side of Bridge approaches as directed.

Ballasted Deck Bridge Fixing of fish plates with fish bolts on a joint of all rail sections duly lubricating fish plates/bolts with contractor's grease graphite in running track condition including transportation of fish plates and fish bolts from nearest station / store / level crossing. Note: Rail cutting & drilling to be paid separately.

Fish plates with 4 fish bolts.

Lubrication of Elastic Rail Clips on ERC PSC sleepers as per procedure prescribed in latest edition of IRPWM with Railway's grease. ER HQ-ENGINEERING/EASTERN RLY

Removing seized ERC from SGCI ERC inserts of existing track by using suitable approved chemicals and re- fixing after greasing of insert eye and ERC with Contractor's grease of specified quality as per provisions of IRPWM, as directed by Engineer in- charge. Note: 1.List of Seized ERC along with location shall be prepared after inspection of SSE/P.Way and marked prior to execution of this item. 2. Due care shall be taken to avoid any damage to the sleeper 3.A penalty of 50% of the basic cost of new sleeper in nearest sleeper factory shall be levied on each, if SGCI insert is broken or sleeper gets cracked in the process.

Lubrication of gauge face of rail on RM curves, cross overs, points & crossings, turn-in curves and at locations as required with contractor's grease graphite grade "O" IS 408 and as directed. Total 384012.60 Item- 9 Manual / Mechanised Screening & Ballast Related Activities S No. Item No Description of Item Unit Qty Rate Amount Recoupment of ballast in running line with railway's stone ballast from existing stacks available along alignment either on top of cutting or on cess or at toe of bank by head leads or by any other means and spreading to make up deficiency in the required profile with contractor's labour, tools & plants, as directed by Engineer-in-charge. Note: Payment shall be made based on ballast stack measurement.

For average lead up to 50m and lift cum up to 5m

Lifting and packing for regrading the TRM existing PSC sleeper track to required height / level in stages not exceeding 75mm or part thereof at a time, providing permissible ramp for the track, insertion of moorum / sand / stone ballast uniformly under the existing track and placing the same to safe approved gradient, gauge, cushion including levelling and one round of through packing to allow train movement at restricted speed of 30 kmph for a specified length with all leads & lifts and fixing, marking, painting rail level pegs at every 30m interval. Note: Lifting of track shall be done in stages as per procedure prescribed in latest edition of IRPWM to get the proposed final level as per approved working profile, as directed by Engineer in-charge.

Extra for additional lift over 75mm TRM for every 50mm lift or part thereof up to 275mm for item nos. 083010 for each TRM. ER HQ-ENGINEERING/EASTERN RLY

Boxing and profiling of ballast as per TRM procedure prescribed in latest edition of IRPWM including cess dressing on both sides of track. The work will include removing excess ballast from track and putting the same in crib and shoulder by leading to a maximum of 50m including crossing of track, deweeding on ballast section etc and as directed by Engineer-In charge.

Removing, screening and salvaging cum ballast from track, duly digging / scarifying ballast by beaters / wire brushes or any mechanical means, leveling and dressing formation with specified cross slope after salvaging ballast, separating muck by screening the salvaged ballast with contractor's 20mm size sieve, stacking of screened ballast for measurement, disposing off muck at specified locations with all lead & lifts as directed by Engineer in- charge. Note: Payment shall be made for quantity of ballast stacked after screening of retrieved ballast from track. Manufacturing, supply and stacking o f machine crushed Track Ballast conforming to RDSO Specification (IRS-GE-1) with latest correction slips at Railway depot or nominated location. Note: Distance of nearest quarry mentioned in each sub-item is only for the purpose of selecting the items for preparation of estimates/tender schedule, based on the minimum distance between nearest quarry and centre of supply points and will not affect the selection of quarry during physical supply in any way till prescribed specification is met fully.

When distance of nearest quarry is cum more than 100 km and up to 150 km Total 696830.10 Item- 10 Welding Activities S No. Item No Description of Item Unit Qty Rate Amount ER HQ-ENGINEERING/EASTERN RLY 25mm gap 'in-situ' welding during traffic block using Railway's welding portion and finishing of weld to meet the prescribed tolerances and pass all stipulated tests with all required labour, materials, consumables, tools, equipments etc. to complete the work in all respect as per IR's "Manual for Fusion Welding of Rails by Alumino - Thermic Process" with latest correction slips, including marking of welded joint, painting weld collar with anticorrosive paint, restoration of track near weld joint to original position and fixing of joggled fish plate at new weld, to be removed after passing of weld in USFD test as directed by Engineer in charge. Note: 1. Welding portion and related accessories as per Annexure - I shall be supplied by Railways. All other items required shall be supplied by the Contractor. 2. Welding shall be carried out only by trained welder having valid competency certificate. 3. Hydraulic Weld trimmer shall be used for chipping and profile Grinder for finishing. 4. Required nos. of Joggled fish plates shall be supplied by Railway at nearest P. Way Stores and the same shall be returned at nearest P. Way Store or at other location as per direction of Engineer- in-Charge after release from track.

For 52 Kg - 90 UTS or 52 Kg 72UTS Each Rail, Single shot crucible fitted with Automatic Tapping Thimble Technology, 3 pieces Mould (Zircon washed) and Compressed Air Petrol heating technique. Total 40650.20 Item- 11 Maintenance Activities S No. Item No Description of Item Unit Qty Rate Amount Through packing of track, as per procedure prescribed in latest edition of Indian Railways Permanent Way Manual

For PSC sleeper Track with Sleeper TRM Density of 1540 Sleepers/Km or more First or Second Through Packing of track of all sleeper density including giving a general lift, as desired to eliminate sag after Deep Screening work, lifting of track, lowering of track and major realignment of curves and formation rehabilitation as per procedure prescribed in latest edition of IRPWM. Note: General lift is normally 25 mm and isolated lift may be up to 50 mm.

For PSC Sleeper Track with Sleeper TRM Density of 1660 ER HQ-ENGINEERING/EASTERN RLY Third or subsequent Through Packing of track for all sleeper density including picking of slacks, as required after second through packing, subsequent to Deep Screening work as per procedure prescribed in latest edition of IRPWM. This item can also be used after lifting/regrading/realignment works also. Note: General lift is normally 25 mm and isolated lift may be up to 50 mm.

For PSC Sleeper Track with Sleeper TRM Density of 1660 Through packing of points and crossings, derailing switches including gauging, fittings recoupment, ballasting as required, elimination of sag and to the required alignment after Deep Screening as per procedure prescribed in latest edition of IRPWM complete as per direction of Engineer-in-charge. Note: This work shall be operated in exceptional cases with written approval at DEN level when UNIMAT is not available and immediate packing is required to pass train over it.

1 in 12 PSC layout De-stressing of LWR/CWR track of any density under traffic line block with contractor's labours, tools, equipments and consumables inclusive of all lead & lift. Activities include cutting of LWR/CWR into convenient panels of specified length, removal of ERCs, liners, greasing of ERCs and liner contact area, lifting rails and keeping them on rollers provided at every 15 sleepers, working out elongation of rail ends depending on prevailing site conditions, pulling rails with the help of Hydraulic Tensor to achieve the desired elongation, cutting rails, as required, removing rollers and placing rail in position, re-fixing ERCs & liners and adjustment of gap at SEJs : Note: (1) Welding of rail joints will be paid separately. (2) Rail cutting and Hole drilling shall be paid separately. (3) Opening and closing of LC if required will be paid separately. (4) As per procedure prescribed in latest edition of IRPWM & CE's Circulars for destressing of LWR/CWR, if any.

With Contractor's tensor

Without Rail tensor Fixing Joggled Fish Plates with bolt / clamp (supplied by Railway from nearest SSE Store) in running track conditions at welds on rail, as directed by engineer in-charge (drilling of holes in rail, if required, shall be paid separately).

With Clamps ER HQ-ENGINEERING/EASTERN RLY Maintenance of track on main line & loops, Points & crossings etc. including special attention to section for carrying out various maintenance works listed in Indian Railways P.Way Manual / Bridge Manual for safe running of goods and passenger trains with contractor's tools / labours etc. complete, as directed by Engineer in-charge. Note: Contractor shall arrange one gang at any point of time comprising of minimum specified labours with sufficient experience in P.Way working.

One mobile Gang comprising of 15 Gang physically fit labours plus 1 Mate. Day N o t e : (1) In case, contractor provides less no. of Labour/Mate or for non availability of vehicle, payment will be deducted for each such person or non-availability of vehicle @ 20% of the accepted item rate, separately for each shortfall. (2) The Contractor shall keep one pick up Truck of minimum 1.5T payload capacity with Driver all the time and all expenditures for running at an average of 80 kms per day shall be born by the Contractor. Fixing of Wooden Distance Block of size 1.0m x 0.3m x 0.15m between track and platform wall.

With Contractor's hard wood block.

Removing weeds & bushes in ballast TRM section and cess up to 3.95m from centre line of track in mid section & station yard, as specified by Engineer in-charge including disposal of branches, bushes outside cess/yard.

Trimming of tree branches coming Each within 6m of centre line of track & those obstructing views of Curves/LCs / Signal / Indicator at locations in section & station yard, as specified by Engineer in-charge including disposal of branches, bushes outside cess/yard. Note: Girth of more than 20 cm will only be considered as tree branch. Marking, inscribing, painting, writing, bordering etc. on new / old iron surface at various locations of Points & Crossings with details of turn-in / turn-out reference station mark on rail web for one set, duly preparing surface with contractor's wire brush and applying two coats of yellow synthetic enamel paint of approved quality as background and stenciling the details to suitable size, as described for every curve reference station mark / switch / crossing details with black enamel paint of approved quality complete, as directed : Note: Stenciling of letters is only permitted. No hand written letters are accepted.

1 in 12 Turnout ER HQ-ENGINEERING/EASTERN RLY Total 1664486.10 Item- 12 Small Track Machines S No. Item No Description of Item Unit Qty Rate Amount Quick cutting with abrasive rail cutter of all types of rail sections including wear resistant, head hardened rails up to 110 UTS, with contractors tools & plants, equipment, consumable with all lead & lift etc. complete as directed by Engineer in-charge. Abrasive Rail Cutter will be as per RDSO Specification No. TM/SM/1 (Rev. 01 of 2012) with latest status of RDSO; Rail Cutting Wheel Abrasive Disc will be as per RDSO Specification No.TM/SM/2 (Rev. 01 of 2020)

52 Kg - 90 UTS - Outside Track

60 Kg - 110/90 UTS - On Running Each Line

52 Kg - 90 UTS- On Running Line Drilling holes of 16 mm to 32 mm dia. with Rail Drilling machine including chamfering with appropriate chamfering tools in all types of rail section with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Rail Drilling Machine will be as per RDSO Specification No. TM/SM/3, dated 24.04.1991.

On Running Line

Sleeper Squaring of sleeper by Hydraulic Sleeper Spacer with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Hydraulic Sleeper Spacer shall be as per RDSO's Specification No. TM/SM/17, dated 31.03.1992. Total 59440.10 Item- 13 Level Crossings S No. Item No Description of Item Unit Qty Rate Amount

Dismantling existing check rail of RM Level Crossing, blocks, bolts & nuts and stacking these in a countable manner near LC, free from any infringements as directed by Engineer in-charge.

Dismantling exiting Rail Height Each Gauge carefully and stacking the released material in countable m a n n e r , free from any infringements as directed by Engineer in-Charge including removal of cement concrete foundation and making surface clean. ER HQ-ENGINEERING/EASTERN RLY

Dismantling existing lifting barrier Set along with winch assembly and other components like boom, fringes, locking arrangements, pedestal, boom rest, locking rods/wires, pulley stakes, turn out wheels, 'A' base and other materials connected with functioning of lifting barrier, removing engineering indicators on track and level crossing road signages without any damage including demolishing concrete base of existing structures, filling, ramming and levelling the ground disturbed during demolition, clearing debris and stacking all released material in a neat and countable manner and clear of infringements, as directed. Note: Barriers on both sides of level crossing constitute one set.

Dismantling existing whistle boards Each along with post including demolishing base concrete and levelling of ground, stacking released materials at the level crossing concerned including clearing of debris, with contractor's labour, tools, vehicles, consumables, all lead and lift etc., complete without damage as directed by the Engineer-in-charge.

Fabrication, supplying and fixing Each Stop Boards of 600mm dia. to lifting barriers as per approved drawing, made of 3mm thick plate, using MS clamps, providing 6 nos. of 50mm dia. red retro-reflector on stop board, painting iron works with two coats of synthetic enamel paint over one coat of primer of approved quality & colour and writing STOP mark over the board. Fixing of wooden blocks of approximate size of 150mm x 300mm x 1200mm on end of check rails including sizing at level crossings with contractor's labour, tools & plants and as directed.

With Contractor's hard wood block Total 150187.12 Item- 14 Supply of P.Way Items S No. Item No Description of Item Unit Qty Rate Amount ER HQ-ENGINEERING/EASTERN RLY Manufacturing, fabricating and supplying retro-reflective Level Crossing Indicator boards, made of 2mm thick aluminium sheet or 3mm thick aluminium composite sheet, face to be fully covered with high intensity encapsulated type heat activated retro-reflective sheeting conforming to type-IV of ASTM- D4956-01 in yellow & black or other colour combination including subject matter, message, symbols, borders etc. as approved by Engineer In- charge or as per IRPWM guidelines, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class-2 of ASTM-D- 4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back-support frame of M.S. angle iron of size 25mm x 25mm x 3mm provided all along the edges of board with theft resistant measures, back side of board shall be with non-peelable weather-proof paint, consisting of one coat of zinc chromate primer and two coats of epoxy paint. Vertical post shall have black & white anti-corrosive paint or powder coating complete, as directed.

Bilingual Whistle Boards for level Set crossing of size 600mm x 600mm of each board with back support frame welded to vertical post of MS T section of size 75mm x 75mm x 6mm x 3950mm

Un-manned Level Crossing Danger Set Stop Board of size 675mmx525mm with back support frame welded to vertical post of MS angle of size 50mmx50mmx6mmx3650mm ER HQ-ENGINEERING/EASTERN RLY Manufacturing, fabricating and supplying retro-reflective Engineering Indicator boards, made of 2mm thick aluminium sheet or 3mm thick aluminium composite sheet, face to be fully covered with high intensity encapsulated type heat activated retro-reflective sheeting conforming to type-IV of ASTM-D4956-01 in yellow & black or other colour combination including subject matter, message, symbols, borders etc. as approved by Engineer In-charge or as per IRPWM guidelines, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class-2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back- support frame of M.S. angle iron of size 25mm x25mm x 3mmprovided all along the edges of board with theft resistant measures back side of board shall be with non-peelable weatherproof paint, consisting of one coat of zinc chromate primer and two coats of epoxy paint. Vertical post shall have black & white anti-corrosive paint or powder coating complete, as directed.

Caution Indicator Board of size Each 1400mmx400mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long

Speed Indicator Board of equilateral Each triangular shape having each side of 1000mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long

Termination Indicator Board of Each Circular shape having diameter of 1000mm with back support frame welded to vertical post of MS angle of size 50mmx50mmx6mm of 3950 mm long

Manufacturing, supplying and fixing Each Curve Indicator / Point Indicator / SEJ Boards to be provided at various locations on formation, made out of MS sheet 2mm thick of size 450mm x 300mm duly fixed with MS frame of 25mm x 25mm x 3mm angle welded to 50mm x 50mm x 3mm MS angle, 1000mm long post split and bent 100mm at bottom end with all lead & lift as per specification and including painting of details with enamel paint, as directed by Engineer in-charge (Earthwork & concreting will be paid separately) Total 319904.76

Item Breakup - D3-[Level Crossing Gate No. 127/E in the section KNJ-LGL]

"Payment stage: A) 40% of the MT quantity of this item shall be released when the raw materials is physically brought at the site/fabrication yard. a) The material shall be strictly in accordance with the contract specification. b) The material shall be delivered at site and properly stored under covered shed in measurable stacks. c) The quantity of material shall be brought to site only in such instalment that would facilitate smooth progress of work and consumed in reasonable time. d) Contractor should submit indemnity bond in prescribed format for payment of 40% amount as mentioned above under (a). e) The materials should be insured at contractor's cost in favour of Railways against theft, damage, fire etc. f) Manufactures test certificate is to be submitted against all raw materials. B) Further 50% of the quantity shall be released after completion of fabrication and fabricated material is physically brought to bridge site or as per required site (as per engineer incharge) for launcing plan. C) Balance 10% will be released after completion erection/launching of girder including painting and finishing in all respect. Note: a) The subject work is for fabrication of 25 T -2008 loading standard for Riveted/Welded plate girder as per RDSO/CE's relevant Drawing with latest amendments will be followed for fabrication of girder steel conforming to IS: 2062-2006, Gr.B and should be fully killed and fully normalised. All the steel materials required for girder shall be procured from integrated steel manufacturers approved by RDSO. b) The ER HQ-ENGINEERING/EASTERN RLY Contractor will observe safely as per IS-1179, IS-3016. c)The rate shall include all cost of inspection and testing required by the inspection Authority as per guideline given below: i) Inspection prior to welding includes parent metal, edge preparation, operators' qualifications, WPSS, Micro etching test etc. ii) Inspection during welding includes filler materials dimensional checks, non-destructive test such as Radio graphic tests (if required) dye penetration test and any other suitable non-destructive test as per IS code and IRS welded bridge code. d) The fabrication is to be done in work shop only with approved WPSS. The work shop shall be equipped with all required tools, plants, machineries etc. The Engineer-in charge before commencement of the fabrication work shall approve fabrication site. e) Regarding inspection & passing of the girder by nominated inspecting agency, decision of the inspecting agency will be final & binding on the contractor. f) A deduction @ 2% (Two percent) of the rate shall be made for using steel conforming to IS 2062 Gr. A instead of steel conforming to IS 2062 -2011 Gr. E- 250 BO. This is in compliance of CBE/E.Rly/HQ/KKK's letter no. W(8).196/10/Vol-III dated 20.03.13 " Total 7651002.15

Item Breakup - E1-[Level Crossing Gate No. 104/E in the section KNJ-LGL]

Item Breakup - E2-[Level Crossing Gate No. 104/E in the section KNJ-LGL]

With provision of one 50mm wide Metre retro-reflective tape in horizontal direction, duly secured/tight with vertical posts.

Supplying, driving and erecting in all Metre types of soils, hard wood pile 5m to 7m long without joint, 125mm average dia. for protection of bank slope including two coats of coal tar paint complete, as directed. Note: Payment will be made as per actual driven length of pile.

Driving rails 90R/52 Kg section Metre below average ground level within the slope/toe of embankment including making of nose with contractor's own arrangement complete in all respect Note: Payment will be made as per actual driven length of rail which will be supplied free by Railways at the site of work.

Shoring with 'Z' section MS sheet Sqm piles side by side in all kinds of soil mechanically or manually as per approved drawing with contractor's own arrangement complete in all respects and removal of sheet piles after completion of the work as directed by engineer in-charge Note: Payment will be made as per actual driven length of pile. Total 1572892.72 Item- 2 Bridge Works Substructure S No. Item No Description of Item Unit Qty Rate Amount ER HQ-ENGINEERING/EASTERN RLY Earthwork in excavation by mechanical means (Hydraulic Excavator)/Manual Means for foundations and floors of the bridges, retaining walls etc. including setting out, dressing of sides, ramming of bottom, getting out the excavated material, back filling in layers with approved material and consolidation of the layers by ramming and watering etc. including all lift, disposal of surplus soil up to a lead of 300m, all types of shoring and strutting with all labour and material complete as per drawing and technical specification as directed by Engineer in charge. Note: This item will be used for excavation work in connection with other miscellaneous works also like side drains, foundation for OHE masts and other miscellaneous structures in connection with Gauge Conversion, Doubling, New lines.

All kinds of soils Providing and laying in position Plain cement concrete of specified Nominal Mix f o r miscellaneous works like side drains, foundation for OHE masts and other miscellaneous structures excluding the cost of Cement, centering and shuttering - All work up to plinth level :

1:1½:3 (1 Cement: 1½ coarse sand cum (zone-III) : 3 graded stone aggregate 20 mm nominal size)

1:2:4 (1 cement : 2 coarse sand cum (zone-III) : 4 graded stone aggregate 20 mm nominal size)

Providing and laying in position cum machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality in RCC raft foundation & Pile cap including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. N o t e : 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item. ER HQ-ENGINEERING/EASTERN RLY Providing and laying in position machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality for the following Reinforced cement concrete structural elements up to height of 9.0 m from foundation top level, including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. N o t e : 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item.

Wing wall and Return wall

P r o v i d i n g and casting machine cum batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix, mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants, (Cast in-Situ/Pre-cast) in bottom/top slab, side walls, toe wall and sumps haunch filling head walls, thrust bed or any other component using 20mm graded crushed stone aggregate and coarse sand of approved quality of RCC box of any size including finishing, Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability, complete as per drawings and technical specifications as directed by Engineer in charge. N o t e : 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons at the stage of Mix Design and in that case deduction shall be made as per relevant item. ER HQ-ENGINEERING/EASTERN RLY

Providing and applying two coats of Sqm coal tar or bitumen confirming to IS:3117- latest version on the top and sides of RCC box/slabs @ 1.70 kg/sqm after cleaning the surface with all labour and materials complete job as directed by the Engineer. Centering and shuttering including strutting, propping etc. and removal of form for :

All types of bridge sub-structures, Sqm e.g. pier, abutment, wing wall, retaining wall, RCC box type foundations, Abutment cap, Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc. up to 5m above ground level

Extra for additional height over item Sqm no. 025031 & 025032 wherever required with adequate bracing, propping etc. over initial height of 5 metres for every additional height of 1 metre or part thereof. Supply and using Cement at Worksite

Ordinary Portland Cement 53 grade MT of approved brands/makes

Pozzolana approved brands/makes Total 17330948.09 Item- 3 Bridge Works Super Structure- RCC S No. Item No Description of Item Unit Qty Rate Amount ER HQ-ENGINEERING/EASTERN RLY

Casting single/twin RCC box of all sizes with or without common web section after supporting the track on temporary girders including design of pushing scheme, thrust bed, casting of all RCC components, with specified grade of controlled concrete, pushing it in correct position and alignment below Railway track/Road following all measures of track safety by 'Air pushing technique" as per approved drawings/scheme, in all types of soils with disposal of surplus earth away from vent up to 1 Km, fixing arrangement for all services & utilities including parapet walls on both sides, wearing course, foot paths, plaques, drainage arrangements etc. and all other incidental works to complete the ROB/RUB/Canal crossing in all respect as per specifications to the satisfaction of Engineer-in-Charge. Note: (1) The rate includes all items of work/supplies for complete job in all respects except "cost of Reinforced cement concrete, cement, reinforcement & shuttering" of (i) main RCC Box; (ii) Thrust Bed; (iii) Footpath (iv) Parapet wall and (v) wearing Course only, which shall be paid extra under relevant items of USSOR. (2) The CC Cribs as required and Temporary Girder shall be supplied by Railways at available location. (3) Transportation of Temporary Girder to site shall be paid separately under relevant item.. (4) The payment for this item shall be made for the clear inner cross section area of the parent RCC Box/Boxes and barrel length i.e. clear inner volume of parent RCC Box/Boxes. Loading, transportation of Precast RCC Girders / Slabs / Ballast retainers / Steel Girders etc. from Casting Yard to Site of Work, unloading and stacking at site of work at prescribed location as directed by Engineer-in-Charge up to 60 kms.

Above 5 km up to 10 km

Above 10 km up to 15 km

Above 15 km up to 20 km

Above 20 km up to 25 km

Above 25 km up to 30 km

Above 30 km up to 35 km

Above 35 km up to 40 km

Above 40 km up to 60 km ER HQ-ENGINEERING/EASTERN RLY Loading, transportation of Precast RCC Girders / Slabs / Ballast retainers / Steel Girders etc. from Casting Yard to Site of Work, unloading and stacking at site of work at prescribed location as directed by Engineer-in-Charge above 60 kms.

Above 60 km up to 80 km

Above 80 km up to 100 km

Above 100 km up to 150 km

Above 150 km up to 200 km Total 1813084.20 Item- 4 Bridge Works : Super Structure- Steel S No. Item No Description of Item Unit Qty Rate Amount Metallizing of steel work of girders with sprayed aluminium after surface preparation by Sand/grit blasting, followed by one coat of etch primer (IS:5666) & one coat of Zinc Chrome primer (IS:104) and two coats of aluminium paint (IS:2339) with all labour, T&P and material as a complete job duly conforming to all relevant specifications and process given under Clause 39 of IRS-B1-2001. Note: Nominal Thickness of sprayed Aluminium coating shall be 150 microns. DFT of Zinc chrome primer shall be 25-30 microns and DFT of each coat of Aluminium paint shall be 12-14 microns.

On new girder during fabrication

Supplying fabricating and erecting MT welded and/or bolted and/or riveted steel work in built up sections, trusses and framed work, staging, racks, Height Gauge etc. for Steel Structures other than bridge girders, using RSJ, tees, angles and channels/flats, plates, gussets, round or square bars, cleats, bolts etc., with contractors own steel including cutting, bending, straightening, drilling, riveting, hoisting, fixing, erecting, welding, bolting etc., with Providing stiffeners wherever required as per approved drawing including applying a priming coat of a approved steel primer with all contractor's materials, labour, tools & plants, lead & lift including crossing of tracks if required etc., complete as per specification and as directed by Engineer-in-c ha rge . Note: The payment shall be made on the theoretical weight of main components and gusset plates only. Total 3648344.90 Item- 5 Bridge Works- Misc. S No. Item No Description of Item Unit Qty Rate Amount ER HQ-ENGINEERING/EASTERN RLY

Supply and laying of quarry dust cum including consolidation, supply of all materials, labour, lead, lift, tools, plants, crossing of tracks as per drawing and technical specification as directed by the Engineer in charge in case loose slush is encountered at site of foundation before casting the foundation or laying the filtering media.

Dewatering accumulated water from any Hour location. Payment to be done for Horse power of pump multiplied by pumping hours. Total 1067554.00 Item- 6 Miscellaneous Items S No. Item No Description of Item Unit Qty Rate Amount Hiring of machinery for minor miscellaneous works for short duration including operator/driver, fuel, lubricants and consumable. The contractor shall arrange all statutory permits as required by rules and regulations prevailing in the area of work. Payment shall be made for actual working hours at site.

JCB Backhoe Loaders 3DX Plus or Hour similar with minimum 1.10 cum bucket capacity

Supplying and filling 50 kg size Each empty cement polythene bags with Rly. Ballast/moorum/earth/Sand/quarry dust etc. placing the filled bags on the high banks /bridge approaches/nominated place etc. dumping and spreading at the nominated locations to profile under block period with all contractor's labour, tools, plants, loading, unloading, filling, spreading including all lead/lift etc. complete and as directed by the Engineer in charge at site including crossing of track where necessary. Total 595270.00 Item- 7 Bridge Related Activities S No. Item No Description of Item Unit Qty Rate Amount ER HQ-ENGINEERING/EASTERN RLY Insertion of temporary girder in place of formation involving dismantling of track, removal of ballast and neatly stacking for future use, excavation & installation of CC crib or wooden crib at both ends as per approved design in one or more traffic blocks, excavation for creating space for insertion of girder as required, placement of girder by contractor's Crane, tools & plants, filling of earth/sand filled bags at different stages as required, linking of track and connecting with the approaches, ballasting, boxing and packing approach sleepers to make track fit for 20 kmph to the satisfaction of Engineer in-charge. Note: 1. The CC Cribs as required and Temporary Girder shall be supplied by Railways at available l o c a t i o n . 2. Transportation of Temporary Girder to site shall be paid separately under relevant item. 3. The charges for wooden sleepers/blocks required for matting and bearing as per approved design shall be paid extra as per relevant item. 4. In case bridge timber / channel sleepers are required to be laid on girder, the same shall be paid separately under relevant item.

RH /Temporary girder of length Each above 16.3m and up to 26.00 using Road crane capacity of 80 MT

Manufacturing and using wooden cum sleepers/blocks required for matting and bearing as per approved design for use below and above CC Crib for insertion of Temporary Girder etc.. Note: The item is for one time use and released wooden sleepers/blocks shall be the property of the Contractor. Removal of temporary girder, crib on both ends and placing temporary girder on crib / cess away from Railway track as directed by engineer at site under traffic block; filling of Railway's earth by ramming, pulling ballast from stack / adjoining track / same track, laying track, linking with approach track and packing of ballast for opening track at 20 kmph speed, boxing & dressing of cess, ballast profiling etc. Note: If earth is to be brought by contractor from outside, the same will be paid separately.

RH /Temporary girder of length Each above 16.3m and up to 26.00 using Road crane capacity of 80 MT Total 619018.06 Item- 8 Rails, Sleepers, Fittings and Renewals S No. Item No Description of Item Unit Qty Rate Amount ER HQ-ENGINEERING/EASTERN RLY Dismantling and removing rail of all section & length from track, laid on any type & density of sleeper by removing fish plates, fastenings & fish bolts and other materials including stacking all released materials within an average distance of 500 metres as directed by Engineer in-charge. Note: 1.Cutting of rails shall be paid separately. 2.Work to be done under traffic block.

For Casual/Scattered Rail Renewal RM work Insertion of rails of all types & length in track, laid on any type & density of sleeper to the specified gauge under traffic block. Rates include fastening of rail with sleepers with standard set of fastenings and fixing of fish plates and bolts or, if required, providing gap for welding and stacking of released material without infringement within 250m as directed by Engineer-in-Charge. Note: Rail drilling and cutting to be paid separately.

For Casual/Scattered Rail Renewal RM work Replacement of any type of sleepers in track with PSC sleepers lying on cess or at Bridge Approaches for casual renewal at isolated locations with all fittings complete to specified gauge & cross level with contractor's tools including packing and dressing of ballast, as directed by Engineer in-charge. Released materials shall be neatly stacked and handed over at specified location within an average lead of 250 m or near either side of Bridge approaches as directed.

Ballasted Deck Bridge Fixing of fish plates with fish bolts on a joint of all rail sections duly lubricating fish plates/bolts with contractor's grease graphite in running track condition including transportation of fish plates and fish bolts from nearest station / store / level crossing. Note: Rail cutting & drilling to be paid separately.

Fish plates with 4 fish bolts.

Lubrication of Elastic Rail Clips on ERC PSC sleepers as per procedure prescribed in latest edition of IRPWM with Railway's grease. ER HQ-ENGINEERING/EASTERN RLY

Removing seized ERC from SGCI ERC inserts of existing track by using suitable approved chemicals and re- fixing after greasing of insert eye and ERC with Contractor's grease of specified quality as per provisions of IRPWM, as directed by Engineer in- charge. Note: 1.List of Seized ERC along with location shall be prepared after inspection of SSE/P.Way and marked prior to execution of this item. 2. Due care shall be taken to avoid any damage to the sleeper 3.A penalty of 50% of the basic cost of new sleeper in nearest sleeper factory shall be levied on each, if SGCI insert is broken or sleeper gets cracked in the process.

Lubrication of gauge face of rail on RM curves, cross overs, points & crossings, turn-in curves and at locations as required with contractor's grease graphite grade "O" IS 408 and as directed. Total 384012.60 Item- 9 Manual / Mechanised Screening & Ballast Related Activities S No. Item No Description of Item Unit Qty Rate Amount Recoupment of ballast in running line with railway's stone ballast from existing stacks available along alignment either on top of cutting or on cess or at toe of bank by head leads or by any other means and spreading to make up deficiency in the required profile with contractor's labour, tools & plants, as directed by Engineer-in-charge. Note: Payment shall be made based on ballast stack measurement.

For average lead up to 50m and lift cum up to 5m

Lifting and packing for regrading the TRM existing PSC sleeper track to required height / level in stages not exceeding 75mm or part thereof at a time, providing permissible ramp for the track, insertion of moorum / sand / stone ballast uniformly under the existing track and placing the same to safe approved gradient, gauge, cushion including levelling and one round of through packing to allow train movement at restricted speed of 30 kmph for a specified length with all leads & lifts and fixing, marking, painting rail level pegs at every 30m interval. Note: Lifting of track shall be done in stages as per procedure prescribed in latest edition of IRPWM to get the proposed final level as per approved working profile, as directed by Engineer in-charge.

Extra for additional lift over 75mm TRM for every 50mm lift or part thereof up to 275mm for item nos. 083010 for each TRM. ER HQ-ENGINEERING/EASTERN RLY

Boxing and profiling of ballast as per TRM procedure prescribed in latest edition of IRPWM including cess dressing on both sides of track. The work will include removing excess ballast from track and putting the same in crib and shoulder by leading to a maximum of 50m including crossing of track, deweeding on ballast section etc and as directed by Engineer-In charge.

Removing, screening and salvaging cum ballast from track, duly digging / scarifying ballast by beaters / wire brushes or any mechanical means, leveling and dressing formation with specified cross slope after salvaging ballast, separating muck by screening the salvaged ballast with contractor's 20mm size sieve, stacking of screened ballast for measurement, disposing off muck at specified locations with all lead & lifts as directed by Engineer in- charge. Note: Payment shall be made for quantity of ballast stacked after screening of retrieved ballast from track. Manufacturing, supply and stacking o f machine crushed Track Ballast conforming to RDSO Specification (IRS-GE-1) with latest correction slips at Railway depot or nominated location. Note: Distance of nearest quarry mentioned in each sub-item is only for the purpose of selecting the items for preparation of estimates/tender schedule, based on the minimum distance between nearest quarry and centre of supply points and will not affect the selection of quarry during physical supply in any way till prescribed specification is met fully.

When distance of nearest quarry is cum more than 100 km and up to 150 km Total 696830.10 Item- 10 Welding Activities S No. Item No Description of Item Unit Qty Rate Amount ER HQ-ENGINEERING/EASTERN RLY 25mm gap 'in-situ' welding during traffic block using Railway's welding portion and finishing of weld to meet the prescribed tolerances and pass all stipulated tests with all required labour, materials, consumables, tools, equipments etc. to complete the work in all respect as per IR's "Manual for Fusion Welding of Rails by Alumino - Thermic Process" with latest correction slips, including marking of welded joint, painting weld collar with anticorrosive paint, restoration of track near weld joint to original position and fixing of joggled fish plate at new weld, to be removed after passing of weld in USFD test as directed by Engineer in charge. Note: 1. Welding portion and related accessories as per Annexure - I shall be supplied by Railways. All other items required shall be supplied by the Contractor. 2. Welding shall be carried out only by trained welder having valid competency certificate. 3. Hydraulic Weld trimmer shall be used for chipping and profile Grinder for finishing. 4. Required nos. of Joggled fish plates shall be supplied by Railway at nearest P. Way Stores and the same shall be returned at nearest P. Way Store or at other location as per direction of Engineer- in-Charge after release from track.

For 52 Kg - 90 UTS or 52 Kg 72UTS Each Rail, Single shot crucible fitted with Automatic Tapping Thimble Technology, 3 pieces Mould (Zircon washed) and Compressed Air Petrol heating technique. Total 40650.20 Item- 11 Maintenance Activities S No. Item No Description of Item Unit Qty Rate Amount Through packing of track, as per procedure prescribed in latest edition of Indian Railways Permanent Way Manual

For PSC sleeper Track with Sleeper TRM Density of 1540 Sleepers/Km or more First or Second Through Packing of track of all sleeper density including giving a general lift, as desired to eliminate sag after Deep Screening work, lifting of track, lowering of track and major realignment of curves and formation rehabilitation as per procedure prescribed in latest edition of IRPWM. Note: General lift is normally 25 mm and isolated lift may be up to 50 mm.

For PSC Sleeper Track with Sleeper TRM Density of 1660 ER HQ-ENGINEERING/EASTERN RLY Third or subsequent Through Packing of track for all sleeper density including picking of slacks, as required after second through packing, subsequent to Deep Screening work as per procedure prescribed in latest edition of IRPWM. This item can also be used after lifting/regrading/realignment works also. Note: General lift is normally 25 mm and isolated lift may be up to 50 mm.

For PSC Sleeper Track with Sleeper TRM Density of 1660 Through packing of points and crossings, derailing switches including gauging, fittings recoupment, ballasting as required, elimination of sag and to the required alignment after Deep Screening as per procedure prescribed in latest edition of IRPWM complete as per direction of Engineer-in-charge. Note: This work shall be operated in exceptional cases with written approval at DEN level when UNIMAT is not available and immediate packing is required to pass train over it.

1 in 12 PSC layout De-stressing of LWR/CWR track of any density under traffic line block with contractor's labours, tools, equipments and consumables inclusive of all lead & lift. Activities include cutting of LWR/CWR into convenient panels of specified length, removal of ERCs, liners, greasing of ERCs and liner contact area, lifting rails and keeping them on rollers provided at every 15 sleepers, working out elongation of rail ends depending on prevailing site conditions, pulling rails with the help of Hydraulic Tensor to achieve the desired elongation, cutting rails, as required, removing rollers and placing rail in position, re-fixing ERCs & liners and adjustment of gap at SEJs : Note: (1) Welding of rail joints will be paid separately. (2) Rail cutting and Hole drilling shall be paid separately. (3) Opening and closing of LC if required will be paid separately. (4) As per procedure prescribed in latest edition of IRPWM & CE's Circulars for destressing of LWR/CWR, if any.

With Contractor's tensor

Without Rail tensor Fixing Joggled Fish Plates with bolt / clamp (supplied by Railway from nearest SSE Store) in running track conditions at welds on rail, as directed by engineer in-charge (drilling of holes in rail, if required, shall be paid separately).

With Clamps ER HQ-ENGINEERING/EASTERN RLY Maintenance of track on main line & loops, Points & crossings etc. including special attention to section for carrying out various maintenance works listed in Indian Railways P.Way Manual / Bridge Manual for safe running of goods and passenger trains with contractor's tools / labours etc. complete, as directed by Engineer in-charge. Note: Contractor shall arrange one gang at any point of time comprising of minimum specified labours with sufficient experience in P.Way working.

One mobile Gang comprising of 15 Gang physically fit labours plus 1 Mate. Day N o t e : (1) In case, contractor provides less no. of Labour/Mate or for non availability of vehicle, payment will be deducted for each such person or non-availability of vehicle @ 20% of the accepted item rate, separately for each shortfall. (2) The Contractor shall keep one pick up Truck of minimum 1.5T payload capacity with Driver all the time and all expenditures for running at an average of 80 kms per day shall be born by the Contractor. Fixing of Wooden Distance Block of size 1.0m x 0.3m x 0.15m between track and platform wall.

With Contractor's hard wood block.

Removing weeds & bushes in ballast TRM section and cess up to 3.95m from centre line of track in mid section & station yard, as specified by Engineer in-charge including disposal of branches, bushes outside cess/yard.

Trimming of tree branches coming Each within 6m of centre line of track & those obstructing views of Curves/LCs / Signal / Indicator at locations in section & station yard, as specified by Engineer in-charge including disposal of branches, bushes outside cess/yard. Note: Girth of more than 20 cm will only be considered as tree branch. Marking, inscribing, painting, writing, bordering etc. on new / old iron surface at various locations of Points & Crossings with details of turn-in / turn-out reference station mark on rail web for one set, duly preparing surface with contractor's wire brush and applying two coats of yellow synthetic enamel paint of approved quality as background and stenciling the details to suitable size, as described for every curve reference station mark / switch / crossing details with black enamel paint of approved quality complete, as directed : Note: Stenciling of letters is only permitted. No hand written letters are accepted.

1 in 12 Turnout ER HQ-ENGINEERING/EASTERN RLY Total 1664486.10 Item- 12 Small Track Machines S No. Item No Description of Item Unit Qty Rate Amount Quick cutting with abrasive rail cutter of all types of rail sections including wear resistant, head hardened rails up to 110 UTS, with contractors tools & plants, equipment, consumable with all lead & lift etc. complete as directed by Engineer in-charge. Abrasive Rail Cutter will be as per RDSO Specification No. TM/SM/1 (Rev. 01 of 2012) with latest status of RDSO; Rail Cutting Wheel Abrasive Disc will be as per RDSO Specification No.TM/SM/2 (Rev. 01 of 2020)

52 Kg - 90 UTS - Outside Track

60 Kg - 110/90 UTS - On Running Each Line

52 Kg - 90 UTS- On Running Line Drilling holes of 16 mm to 32 mm dia. with Rail Drilling machine including chamfering with appropriate chamfering tools in all types of rail section with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Rail Drilling Machine will be as per RDSO Specification No. TM/SM/3, dated 24.04.1991.

On Running Line

Sleeper Squaring of sleeper by Hydraulic Sleeper Spacer with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Hydraulic Sleeper Spacer shall be as per RDSO's Specification No. TM/SM/17, dated 31.03.1992. Total 59440.10 Item- 13 Level Crossings S No. Item No Description of Item Unit Qty Rate Amount

Dismantling existing check rail of RM Level Crossing, blocks, bolts & nuts and stacking these in a countable manner near LC, free from any infringements as directed by Engineer in-charge.

Dismantling exiting Rail Height Each Gauge carefully and stacking the released material in countable m a n n e r , free from any infringements as directed by Engineer in-Charge including removal of cement concrete foundation and making surface clean. ER HQ-ENGINEERING/EASTERN RLY

Dismantling existing lifting barrier Set along with winch assembly and other components like boom, fringes, locking arrangements, pedestal, boom rest, locking rods/wires, pulley stakes, turn out wheels, 'A' base and other materials connected with functioning of lifting barrier, removing engineering indicators on track and level crossing road signages without any damage including demolishing concrete base of existing structures, filling, ramming and levelling the ground disturbed during demolition, clearing debris and stacking all released material in a neat and countable manner and clear of infringements, as directed. Note: Barriers on both sides of level crossing constitute one set.

Dismantling existing whistle boards Each along with post including demolishing base concrete and levelling of ground, stacking released materials at the level crossing concerned including clearing of debris, with contractor's labour, tools, vehicles, consumables, all lead and lift etc., complete without damage as directed by the Engineer-in-charge.

Fabrication, supplying and fixing Each Stop Boards of 600mm dia. to lifting barriers as per approved drawing, made of 3mm thick plate, using MS clamps, providing 6 nos. of 50mm dia. red retro-reflector on stop board, painting iron works with two coats of synthetic enamel paint over one coat of primer of approved quality & colour and writing STOP mark over the board. Fixing of wooden blocks of approximate size of 150mm x 300mm x 1200mm on end of check rails including sizing at level crossings with contractor's labour, tools & plants and as directed.

With Contractor's hard wood block Total 150187.12 Item- 14 Supply of P.Way Items S No. Item No Description of Item Unit Qty Rate Amount ER HQ-ENGINEERING/EASTERN RLY Manufacturing, fabricating and supplying retro-reflective Level Crossing Indicator boards, made of 2mm thick aluminium sheet or 3mm thick aluminium composite sheet, face to be fully covered with high intensity encapsulated type heat activated retro-reflective sheeting conforming to type-IV of ASTM- D4956-01 in yellow & black or other colour combination including subject matter, message, symbols, borders etc. as approved by Engineer In- charge or as per IRPWM guidelines, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class-2 of ASTM-D- 4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back-support frame of M.S. angle iron of size 25mm x 25mm x 3mm provided all along the edges of board with theft resistant measures, back side of board shall be with non-peelable weather-proof paint, consisting of one coat of zinc chromate primer and two coats of epoxy paint. Vertical post shall have black & white anti-corrosive paint or powder coating complete, as directed.

Bilingual Whistle Boards for level Set crossing of size 600mm x 600mm of each board with back support frame welded to vertical post of MS T section of size 75mm x 75mm x 6mm x 3950mm

Un-manned Level Crossing Danger Set Stop Board of size 675mmx525mm with back support frame welded to vertical post of MS angle of size 50mmx50mmx6mmx3650mm ER HQ-ENGINEERING/EASTERN RLY Manufacturing, fabricating and supplying retro-reflective Engineering Indicator boards, made of 2mm thick aluminium sheet or 3mm thick aluminium composite sheet, face to be fully covered with high intensity encapsulated type heat activated retro-reflective sheeting conforming to type-IV of ASTM-D4956-01 in yellow & black or other colour combination including subject matter, message, symbols, borders etc. as approved by Engineer In-charge or as per IRPWM guidelines, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class-2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back- support frame of M.S. angle iron of size 25mm x25mm x 3mmprovided all along the edges of board with theft resistant measures back side of board shall be with non-peelable weatherproof paint, consisting of one coat of zinc chromate primer and two coats of epoxy paint. Vertical post shall have black & white anti-corrosive paint or powder coating complete, as directed.

Caution Indicator Board of size Each 1400mmx400mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long

Speed Indicator Board of equilateral Each triangular shape having each side of 1000mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long

Termination Indicator Board of Each Circular shape having diameter of 1000mm with back support frame welded to vertical post of MS angle of size 50mmx50mmx6mm of 3950 mm long

Manufacturing, supplying and fixing Each Curve Indicator / Point Indicator / SEJ Boards to be provided at various locations on formation, made out of MS sheet 2mm thick of size 450mm x 300mm duly fixed with MS frame of 25mm x 25mm x 3mm angle welded to 50mm x 50mm x 3mm MS angle, 1000mm long post split and bent 100mm at bottom end with all lead & lift as per specification and including painting of details with enamel paint, as directed by Engineer in-charge (Earthwork & concreting will be paid separately) Total 319904.76

Item Breakup - E3-[Level Crossing Gate No. 104/E in the section KNJ-LGL]

"Payment stage: A) 40% of the MT quantity of this item shall be released when the raw materials is physically brought at the site/fabrication yard. a) The material shall be strictly in accordance with the contract specification. b) The material shall be delivered at site and properly stored under covered shed in measurable stacks. c) The quantity of material shall be brought to site only in such instalment that would facilitate smooth progress of work and consumed in reasonable time. d) Contractor should submit indemnity bond in prescribed format for payment of 40% amount as mentioned above under (a). e) The materials should be insured at contractor's cost in favour of Railways against theft, damage, fire etc. f) Manufactures test certificate is to be submitted against all raw materials. B) Further 50% of the quantity shall be released after completion of fabrication and fabricated material is physically brought to bridge site or as per required site (as per engineer incharge) for launcing plan. C) Balance 10% will be released after completion erection/launching of girder including painting and finishing in all respect. Note: a) The subject work is for fabrication of 25 T -2008 loading standard for Riveted/Welded plate girder as per RDSO/CE's relevant Drawing with latest amendments will be followed for fabrication of girder steel conforming to IS: 2062-2006, Gr.B and should be fully killed and fully normalised. All the steel materials required for girder shall be procured from integrated steel manufacturers approved by RDSO. b) The ER HQ-ENGINEERING/EASTERN RLY Contractor will observe safely as per IS-1179, IS-3016. c)The rate shall include all cost of inspection and testing required by the inspection Authority as per guideline given below: i) Inspection prior to welding includes parent metal, edge preparation, operators' qualifications, WPSS, Micro etching test etc. ii) Inspection during welding includes filler materials dimensional checks, non-destructive test such as Radio graphic tests (if required) dye penetration test and any other suitable non-destructive test as per IS code and IRS welded bridge code. d) The fabrication is to be done in work shop only with approved WPSS. The work shop shall be equipped with all required tools, plants, machineries etc. The Engineer-in charge before commencement of the fabrication work shall approve fabrication site. e) Regarding inspection & passing of the girder by nominated inspecting agency, decision of the inspecting agency will be final & binding on the contractor. f) A deduction @ 2% (Two percent) of the rate shall be made for using steel conforming to IS 2062 Gr. A instead of steel conforming to IS 2062 -2011 Gr. E- 250 BO. This is in compliance of CBE/E.Rly/HQ/KKK's letter no. W(8).196/10/Vol-III dated 20.03.13 " Total 7651002.15

Item Breakup - F1-[Level Crossing Gate No. 126/E in the section KNJ-LGL]

Item Breakup - F2-[Level Crossing Gate No. 126/E in the section KNJ-LGL]

With provision of one 50mm wide Metre retro-reflective tape in horizontal direction, duly secured/tight with vertical posts.

Supplying, driving and erecting in all Metre types of soils, hard wood pile 5m to 7m long without joint, 125mm average dia. for protection of bank slope including two coats of coal tar paint complete, as directed. Note: Payment will be made as per actual driven length of pile.

Driving rails 90R/52 Kg section Metre below average ground level within the slope/toe of embankment including making of nose with contractor's own arrangement complete in all respect Note: Payment will be made as per actual driven length of rail which will be supplied free by Railways at the site of work.

Shoring with 'Z' section MS sheet Sqm piles side by side in all kinds of soil mechanically or manually as per approved drawing with contractor's own arrangement complete in all respects and removal of sheet piles after completion of the work as directed by engineer in-charge Note: Payment will be made as per actual driven length of pile. Total 1572892.72 Item- 2 Bridge Works Substructure S No. Item No Description of Item Unit Qty Rate Amount ER HQ-ENGINEERING/EASTERN RLY Earthwork in excavation by mechanical means (Hydraulic Excavator)/Manual Means for foundations and floors of the bridges, retaining walls etc. including setting out, dressing of sides, ramming of bottom, getting out the excavated material, back filling in layers with approved material and consolidation of the layers by ramming and watering etc. including all lift, disposal of surplus soil up to a lead of 300m, all types of shoring and strutting with all labour and material complete as per drawing and technical specification as directed by Engineer in charge. Note: This item will be used for excavation work in connection with other miscellaneous works also like side drains, foundation for OHE masts and other miscellaneous structures in connection with Gauge Conversion, Doubling, New lines.

All kinds of soils Providing and laying in position Plain cement concrete of specified Nominal Mix f o r miscellaneous works like side drains, foundation for OHE masts and other miscellaneous structures excluding the cost of Cement, centering and shuttering - All work up to plinth level :

1:1½:3 (1 Cement: 1½ coarse sand cum (zone-III) : 3 graded stone aggregate 20 mm nominal size)

1:2:4 (1 cement : 2 coarse sand cum (zone-III) : 4 graded stone aggregate 20 mm nominal size)

Providing and laying in position cum machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality in RCC raft foundation & Pile cap including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. N o t e : 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item. ER HQ-ENGINEERING/EASTERN RLY Providing and laying in position machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality for the following Reinforced cement concrete structural elements up to height of 9.0 m from foundation top level, including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. N o t e : 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item.

Wing wall and Return wall

P r o v i d i n g and casting machine cum batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix, mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants, (Cast in-Situ/Pre-cast) in bottom/top slab, side walls, toe wall and sumps haunch filling head walls, thrust bed or any other component using 20mm graded crushed stone aggregate and coarse sand of approved quality of RCC box of any size including finishing, Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability, complete as per drawings and technical specifications as directed by Engineer in charge. N o t e : 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons at the stage of Mix Design and in that case deduction shall be made as per relevant item. ER HQ-ENGINEERING/EASTERN RLY

Providing and applying two coats of Sqm coal tar or bitumen confirming to IS:3117- latest version on the top and sides of RCC box/slabs @ 1.70 kg/sqm after cleaning the surface with all labour and materials complete job as directed by the Engineer. Centering and shuttering including strutting, propping etc. and removal of form for :

All types of bridge sub-structures, Sqm e.g. pier, abutment, wing wall, retaining wall, RCC box type foundations, Abutment cap, Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc. up to 5m above ground level

Extra for additional height over item Sqm no. 025031 & 025032 wherever required with adequate bracing, propping etc. over initial height of 5 metres for every additional height of 1 metre or part thereof. Supply and using Cement at Worksite

Ordinary Portland Cement 53 grade MT of approved brands/makes

Pozzolana approved brands/makes Total 17330948.09 Item- 3 Bridge Works Super Structure- RCC S No. Item No Description of Item Unit Qty Rate Amount ER HQ-ENGINEERING/EASTERN RLY

Casting single/twin RCC box of all sizes with or without common web section after supporting the track on temporary girders including design of pushing scheme, thrust bed, casting of all RCC components, with specified grade of controlled concrete, pushing it in correct position and alignment below Railway track/Road following all measures of track safety by 'Air pushing technique" as per approved drawings/scheme, in all types of soils with disposal of surplus earth away from vent up to 1 Km, fixing arrangement for all services & utilities including parapet walls on both sides, wearing course, foot paths, plaques, drainage arrangements etc. and all other incidental works to complete the ROB/RUB/Canal crossing in all respect as per specifications to the satisfaction of Engineer-in-Charge. Note: (1) The rate includes all items of work/supplies for complete job in all respects except "cost of Reinforced cement concrete, cement, reinforcement & shuttering" of (i) main RCC Box; (ii) Thrust Bed; (iii) Footpath (iv) Parapet wall and (v) wearing Course only, which shall be paid extra under relevant items of USSOR. (2) The CC Cribs as required and Temporary Girder shall be supplied by Railways at available location. (3) Transportation of Temporary Girder to site shall be paid separately under relevant item.. (4) The payment for this item shall be made for the clear inner cross section area of the parent RCC Box/Boxes and barrel length i.e. clear inner volume of parent RCC Box/Boxes. Loading, transportation of Precast RCC Girders / Slabs / Ballast retainers / Steel Girders etc. from Casting Yard to Site of Work, unloading and stacking at site of work at prescribed location as directed by Engineer-in-Charge up to 60 kms.

Above 5 km up to 10 km

Above 10 km up to 15 km

Above 15 km up to 20 km

Above 20 km up to 25 km

Above 25 km up to 30 km

Above 30 km up to 35 km

Above 35 km up to 40 km

Above 40 km up to 60 km ER HQ-ENGINEERING/EASTERN RLY Loading, transportation of Precast RCC Girders / Slabs / Ballast retainers / Steel Girders etc. from Casting Yard to Site of Work, unloading and stacking at site of work at prescribed location as directed by Engineer-in-Charge above 60 kms.

Above 60 km up to 80 km

Above 80 km up to 100 km

Above 100 km up to 150 km

Above 150 km up to 200 km Total 1813084.20 Item- 4 Bridge Works : Super Structure- Steel S No. Item No Description of Item Unit Qty Rate Amount Metallizing of steel work of girders with sprayed aluminium after surface preparation by Sand/grit blasting, followed by one coat of etch primer (IS:5666) & one coat of Zinc Chrome primer (IS:104) and two coats of aluminium paint (IS:2339) with all labour, T&P and material as a complete job duly conforming to all relevant specifications and process given under Clause 39 of IRS-B1-2001. Note: Nominal Thickness of sprayed Aluminium coating shall be 150 microns. DFT of Zinc chrome primer shall be 25-30 microns and DFT of each coat of Aluminium paint shall be 12-14 microns.

On new girder during fabrication

Supplying fabricating and erecting MT welded and/or bolted and/or riveted steel work in built up sections, trusses and framed work, staging, racks, Height Gauge etc. for Steel Structures other than bridge girders, using RSJ, tees, angles and channels/flats, plates, gussets, round or square bars, cleats, bolts etc., with contractors own steel including cutting, bending, straightening, drilling, riveting, hoisting, fixing, erecting, welding, bolting etc., with Providing stiffeners wherever required as per approved drawing including applying a priming coat of a approved steel primer with all contractor's materials, labour, tools & plants, lead & lift including crossing of tracks if required etc., complete as per specification and as directed by Engineer-in-c ha rge . Note: The payment shall be made on the theoretical weight of main components and gusset plates only. Total 2519798.92 Item- 5 Bridge Works- Misc. S No. Item No Description of Item Unit Qty Rate Amount ER HQ-ENGINEERING/EASTERN RLY

Supply and laying of quarry dust cum including consolidation, supply of all materials, labour, lead, lift, tools, plants, crossing of tracks as per drawing and technical specification as directed by the Engineer in charge in case loose slush is encountered at site of foundation before casting the foundation or laying the filtering media.

Dewatering accumulated water from any Hour location. Payment to be done for Horse power of pump multiplied by pumping hours. Total 1067554.00 Item- 6 Miscellaneous Items S No. Item No Description of Item Unit Qty Rate Amount Hiring of machinery for minor miscellaneous works for short duration including operator/driver, fuel, lubricants and consumable. The contractor shall arrange all statutory permits as required by rules and regulations prevailing in the area of work. Payment shall be made for actual working hours at site.

JCB Backhoe Loaders 3DX Plus or Hour similar with minimum 1.10 cum bucket capacity

Supplying and filling 50 kg size Each empty cement polythene bags with Rly. Ballast/moorum/earth/Sand/quarry dust etc. placing the filled bags on the high banks /bridge approaches/nominated place etc. dumping and spreading at the nominated locations to profile under block period with all contractor's labour, tools, plants, loading, unloading, filling, spreading including all lead/lift etc. complete and as directed by the Engineer in charge at site including crossing of track where necessary. Total 595270.00 Item- 7 Bridge Related Activities S No. Item No Description of Item Unit Qty Rate Amount ER HQ-ENGINEERING/EASTERN RLY Insertion of temporary girder in place of formation involving dismantling of track, removal of ballast and neatly stacking for future use, excavation & installation of CC crib or wooden crib at both ends as per approved design in one or more traffic blocks, excavation for creating space for insertion of girder as required, placement of girder by contractor's Crane, tools & plants, filling of earth/sand filled bags at different stages as required, linking of track and connecting with the approaches, ballasting, boxing and packing approach sleepers to make track fit for 20 kmph to the satisfaction of Engineer in-charge. Note: 1. The CC Cribs as required and Temporary Girder shall be supplied by Railways at available l o c a t i o n . 2. Transportation of Temporary Girder to site shall be paid separately under relevant item. 3. The charges for wooden sleepers/blocks required for matting and bearing as per approved design shall be paid extra as per relevant item. 4. In case bridge timber / channel sleepers are required to be laid on girder, the same shall be paid separately under relevant item.

RH /Temporary girder of length Each above 16.3m and up to 26.00 using Road crane capacity of 80 MT

Manufacturing and using wooden cum sleepers/blocks required for matting and bearing as per approved design for use below and above CC Crib for insertion of Temporary Girder etc.. Note: The item is for one time use and released wooden sleepers/blocks shall be the property of the Contractor. Removal of temporary girder, crib on both ends and placing temporary girder on crib / cess away from Railway track as directed by engineer at site under traffic block; filling of Railway's earth by ramming, pulling ballast from stack / adjoining track / same track, laying track, linking with approach track and packing of ballast for opening track at 20 kmph speed, boxing & dressing of cess, ballast profiling etc. Note: If earth is to be brought by contractor from outside, the same will be paid separately.

RH /Temporary girder of length Each above 16.3m and up to 26.00 using Road crane capacity of 80 MT Total 619018.06 Item- 8 Rails, Sleepers, Fittings and Renewals S No. Item No Description of Item Unit Qty Rate Amount ER HQ-ENGINEERING/EASTERN RLY Dismantling and removing rail of all section & length from track, laid on any type & density of sleeper by removing fish plates, fastenings & fish bolts and other materials including stacking all released materials within an average distance of 500 metres as directed by Engineer in-charge. Note: 1.Cutting of rails shall be paid separately. 2.Work to be done under traffic block.

For Casual/Scattered Rail Renewal RM work Insertion of rails of all types & length in track, laid on any type & density of sleeper to the specified gauge under traffic block. Rates include fastening of rail with sleepers with standard set of fastenings and fixing of fish plates and bolts or, if required, providing gap for welding and stacking of released material without infringement within 250m as directed by Engineer-in-Charge. Note: Rail drilling and cutting to be paid separately.

For Casual/Scattered Rail Renewal RM work Replacement of any type of sleepers in track with PSC sleepers lying on cess or at Bridge Approaches for casual renewal at isolated locations with all fittings complete to specified gauge & cross level with contractor's tools including packing and dressing of ballast, as directed by Engineer in-charge. Released materials shall be neatly stacked and handed over at specified location within an average lead of 250 m or near either side of Bridge approaches as directed.

Ballasted Deck Bridge Fixing of fish plates with fish bolts on a joint of all rail sections duly lubricating fish plates/bolts with contractor's grease graphite in running track condition including transportation of fish plates and fish bolts from nearest station / store / level crossing. Note: Rail cutting & drilling to be paid separately.

Fish plates with 4 fish bolts.

Lubrication of Elastic Rail Clips on ERC PSC sleepers as per procedure prescribed in latest edition of IRPWM with Railway's grease. ER HQ-ENGINEERING/EASTERN RLY

Removing seized ERC from SGCI ERC inserts of existing track by using suitable approved chemicals and re- fixing after greasing of insert eye and ERC with Contractor's grease of specified quality as per provisions of IRPWM, as directed by Engineer in- charge. Note: 1.List of Seized ERC along with location shall be prepared after inspection of SSE/P.Way and marked prior to execution of this item. 2. Due care shall be taken to avoid any damage to the sleeper 3.A penalty of 50% of the basic cost of new sleeper in nearest sleeper factory shall be levied on each, if SGCI insert is broken or sleeper gets cracked in the process.

Lubrication of gauge face of rail on RM curves, cross overs, points & crossings, turn-in curves and at locations as required with contractor's grease graphite grade "O" IS 408 and as directed. Total 384012.60 Item- 9 Manual / Mechanised Screening & Ballast Related Activities S No. Item No Description of Item Unit Qty Rate Amount Recoupment of ballast in running line with railway's stone ballast from existing stacks available along alignment either on top of cutting or on cess or at toe of bank by head leads or by any other means and spreading to make up deficiency in the required profile with contractor's labour, tools & plants, as directed by Engineer-in-charge. Note: Payment shall be made based on ballast stack measurement.

For average lead up to 50m and lift cum up to 5m

Lifting and packing for regrading the TRM existing PSC sleeper track to required height / level in stages not exceeding 75mm or part thereof at a time, providing permissible ramp for the track, insertion of moorum / sand / stone ballast uniformly under the existing track and placing the same to safe approved gradient, gauge, cushion including levelling and one round of through packing to allow train movement at restricted speed of 30 kmph for a specified length with all leads & lifts and fixing, marking, painting rail level pegs at every 30m interval. Note: Lifting of track shall be done in stages as per procedure prescribed in latest edition of IRPWM to get the proposed final level as per approved working profile, as directed by Engineer in-charge.

Extra for additional lift over 75mm TRM for every 50mm lift or part thereof up to 275mm for item nos. 083010 for each TRM. ER HQ-ENGINEERING/EASTERN RLY

Boxing and profiling of ballast as per TRM procedure prescribed in latest edition of IRPWM including cess dressing on both sides of track. The work will include removing excess ballast from track and putting the same in crib and shoulder by leading to a maximum of 50m including crossing of track, deweeding on ballast section etc and as directed by Engineer-In charge.

Removing, screening and salvaging cum ballast from track, duly digging / scarifying ballast by beaters / wire brushes or any mechanical means, leveling and dressing formation with specified cross slope after salvaging ballast, separating muck by screening the salvaged ballast with contractor's 20mm size sieve, stacking of screened ballast for measurement, disposing off muck at specified locations with all lead & lifts as directed by Engineer in- charge. Note: Payment shall be made for quantity of ballast stacked after screening of retrieved ballast from track. Manufacturing, supply and stacking o f machine crushed Track Ballast conforming to RDSO Specification (IRS-GE-1) with latest correction slips at Railway depot or nominated location. Note: Distance of nearest quarry mentioned in each sub-item is only for the purpose of selecting the items for preparation of estimates/tender schedule, based on the minimum distance between nearest quarry and centre of supply points and will not affect the selection of quarry during physical supply in any way till prescribed specification is met fully.

When distance of nearest quarry is cum more than 100 km and up to 150 km Total 696830.10 Item- 10 Welding Activities S No. Item No Description of Item Unit Qty Rate Amount ER HQ-ENGINEERING/EASTERN RLY 25mm gap 'in-situ' welding during traffic block using Railway's welding portion and finishing of weld to meet the prescribed tolerances and pass all stipulated tests with all required labour, materials, consumables, tools, equipments etc. to complete the work in all respect as per IR's "Manual for Fusion Welding of Rails by Alumino - Thermic Process" with latest correction slips, including marking of welded joint, painting weld collar with anticorrosive paint, restoration of track near weld joint to original position and fixing of joggled fish plate at new weld, to be removed after passing of weld in USFD test as directed by Engineer in charge. Note: 1. Welding portion and related accessories as per Annexure - I shall be supplied by Railways. All other items required shall be supplied by the Contractor. 2. Welding shall be carried out only by trained welder having valid competency certificate. 3. Hydraulic Weld trimmer shall be used for chipping and profile Grinder for finishing. 4. Required nos. of Joggled fish plates shall be supplied by Railway at nearest P. Way Stores and the same shall be returned at nearest P. Way Store or at other location as per direction of Engineer- in-Charge after release from track.

For 52 Kg - 90 UTS or 52 Kg 72UTS Each Rail, Single shot crucible fitted with Automatic Tapping Thimble Technology, 3 pieces Mould (Zircon washed) and Compressed Air Petrol heating technique. Total 40650.20 Item- 11 Maintenance Activities S No. Item No Description of Item Unit Qty Rate Amount Through packing of track, as per procedure prescribed in latest edition of Indian Railways Permanent Way Manual

For PSC sleeper Track with Sleeper TRM Density of 1540 Sleepers/Km or more First or Second Through Packing of track of all sleeper density including giving a general lift, as desired to eliminate sag after Deep Screening work, lifting of track, lowering of track and major realignment of curves and formation rehabilitation as per procedure prescribed in latest edition of IRPWM. Note: General lift is normally 25 mm and isolated lift may be up to 50 mm.

For PSC Sleeper Track with Sleeper TRM Density of 1660 ER HQ-ENGINEERING/EASTERN RLY Third or subsequent Through Packing of track for all sleeper density including picking of slacks, as required after second through packing, subsequent to Deep Screening work as per procedure prescribed in latest edition of IRPWM. This item can also be used after lifting/regrading/realignment works also. Note: General lift is normally 25 mm and isolated lift may be up to 50 mm.

For PSC Sleeper Track with Sleeper TRM Density of 1660 Through packing of points and crossings, derailing switches including gauging, fittings recoupment, ballasting as required, elimination of sag and to the required alignment after Deep Screening as per procedure prescribed in latest edition of IRPWM complete as per direction of Engineer-in-charge. Note: This work shall be operated in exceptional cases with written approval at DEN level when UNIMAT is not available and immediate packing is required to pass train over it.

1 in 12 PSC layout De-stressing of LWR/CWR track of any density under traffic line block with contractor's labours, tools, equipments and consumables inclusive of all lead & lift. Activities include cutting of LWR/CWR into convenient panels of specified length, removal of ERCs, liners, greasing of ERCs and liner contact area, lifting rails and keeping them on rollers provided at every 15 sleepers, working out elongation of rail ends depending on prevailing site conditions, pulling rails with the help of Hydraulic Tensor to achieve the desired elongation, cutting rails, as required, removing rollers and placing rail in position, re-fixing ERCs & liners and adjustment of gap at SEJs : Note: (1) Welding of rail joints will be paid separately. (2) Rail cutting and Hole drilling shall be paid separately. (3) Opening and closing of LC if required will be paid separately. (4) As per procedure prescribed in latest edition of IRPWM & CE's Circulars for destressing of LWR/CWR, if any.

With Contractor's tensor

Without Rail tensor Fixing Joggled Fish Plates with bolt / clamp (supplied by Railway from nearest SSE Store) in running track conditions at welds on rail, as directed by engineer in-charge (drilling of holes in rail, if required, shall be paid separately).

With Clamps ER HQ-ENGINEERING/EASTERN RLY Maintenance of track on main line & loops, Points & crossings etc. including special attention to section for carrying out various maintenance works listed in Indian Railways P.Way Manual / Bridge Manual for safe running of goods and passenger trains with contractor's tools / labours etc. complete, as directed by Engineer in-charge. Note: Contractor shall arrange one gang at any point of time comprising of minimum specified labours with sufficient experience in P.Way working.

One mobile Gang comprising of 15 Gang physically fit labours plus 1 Mate. Day N o t e : (1) In case, contractor provides less no. of Labour/Mate or for non availability of vehicle, payment will be deducted for each such person or non-availability of vehicle @ 20% of the accepted item rate, separately for each shortfall. (2) The Contractor shall keep one pick up Truck of minimum 1.5T payload capacity with Driver all the time and all expenditures for running at an average of 80 kms per day shall be born by the Contractor. Fixing of Wooden Distance Block of size 1.0m x 0.3m x 0.15m between track and platform wall.

With Contractor's hard wood block.

Removing weeds & bushes in ballast TRM section and cess up to 3.95m from centre line of track in mid section & station yard, as specified by Engineer in-charge including disposal of branches, bushes outside cess/yard.

Trimming of tree branches coming Each within 6m of centre line of track & those obstructing views of Curves/LCs / Signal / Indicator at locations in section & station yard, as specified by Engineer in-charge including disposal of branches, bushes outside cess/yard. Note: Girth of more than 20 cm will only be considered as tree branch. Marking, inscribing, painting, writing, bordering etc. on new / old iron surface at various locations of Points & Crossings with details of turn-in / turn-out reference station mark on rail web for one set, duly preparing surface with contractor's wire brush and applying two coats of yellow synthetic enamel paint of approved quality as background and stenciling the details to suitable size, as described for every curve reference station mark / switch / crossing details with black enamel paint of approved quality complete, as directed : Note: Stenciling of letters is only permitted. No hand written letters are accepted.

1 in 12 Turnout ER HQ-ENGINEERING/EASTERN RLY Total 1664486.10 Item- 12 Small Track Machines S No. Item No Description of Item Unit Qty Rate Amount Quick cutting with abrasive rail cutter of all types of rail sections including wear resistant, head hardened rails up to 110 UTS, with contractors tools & plants, equipment, consumable with all lead & lift etc. complete as directed by Engineer in-charge. Abrasive Rail Cutter will be as per RDSO Specification No. TM/SM/1 (Rev. 01 of 2012) with latest status of RDSO; Rail Cutting Wheel Abrasive Disc will be as per RDSO Specification No.TM/SM/2 (Rev. 01 of 2020)

52 Kg - 90 UTS - Outside Track

60 Kg - 110/90 UTS - On Running Each Line

52 Kg - 90 UTS- On Running Line Drilling holes of 16 mm to 32 mm dia. with Rail Drilling machine including chamfering with appropriate chamfering tools in all types of rail section with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Rail Drilling Machine will be as per RDSO Specification No. TM/SM/3, dated 24.04.1991.

On Running Line

Sleeper Squaring of sleeper by Hydraulic Sleeper Spacer with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Hydraulic Sleeper Spacer shall be as per RDSO's Specification No. TM/SM/17, dated 31.03.1992. Total 59440.10 Item- 13 Level Crossings S No. Item No Description of Item Unit Qty Rate Amount

Dismantling existing check rail of RM Level Crossing, blocks, bolts & nuts and stacking these in a countable manner near LC, free from any infringements as directed by Engineer in-charge.

Dismantling exiting Rail Height Each Gauge carefully and stacking the released material in countable m a n n e r , free from any infringements as directed by Engineer in-Charge including removal of cement concrete foundation and making surface clean. ER HQ-ENGINEERING/EASTERN RLY

Dismantling existing lifting barrier Set along with winch assembly and other components like boom, fringes, locking arrangements, pedestal, boom rest, locking rods/wires, pulley stakes, turn out wheels, 'A' base and other materials connected with functioning of lifting barrier, removing engineering indicators on track and level crossing road signages without any damage including demolishing concrete base of existing structures, filling, ramming and levelling the ground disturbed during demolition, clearing debris and stacking all released material in a neat and countable manner and clear of infringements, as directed. Note: Barriers on both sides of level crossing constitute one set.

Dismantling existing whistle boards Each along with post including demolishing base concrete and levelling of ground, stacking released materials at the level crossing concerned including clearing of debris, with contractor's labour, tools, vehicles, consumables, all lead and lift etc., complete without damage as directed by the Engineer-in-charge.

Fabrication, supplying and fixing Each Stop Boards of 600mm dia. to lifting barriers as per approved drawing, made of 3mm thick plate, using MS clamps, providing 6 nos. of 50mm dia. red retro-reflector on stop board, painting iron works with two coats of synthetic enamel paint over one coat of primer of approved quality & colour and writing STOP mark over the board. Fixing of wooden blocks of approximate size of 150mm x 300mm x 1200mm on end of check rails including sizing at level crossings with contractor's labour, tools & plants and as directed.

With Contractor's hard wood block Total 150187.12 Item- 14 Supply of P.Way Items S No. Item No Description of Item Unit Qty Rate Amount ER HQ-ENGINEERING/EASTERN RLY Manufacturing, fabricating and supplying retro-reflective Level Crossing Indicator boards, made of 2mm thick aluminium sheet or 3mm thick aluminium composite sheet, face to be fully covered with high intensity encapsulated type heat activated retro-reflective sheeting conforming to type-IV of ASTM- D4956-01 in yellow & black or other colour combination including subject matter, message, symbols, borders etc. as approved by Engineer In- charge or as per IRPWM guidelines, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class-2 of ASTM-D- 4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back-support frame of M.S. angle iron of size 25mm x 25mm x 3mm provided all along the edges of board with theft resistant measures, back side of board shall be with non-peelable weather-proof paint, consisting of one coat of zinc chromate primer and two coats of epoxy paint. Vertical post shall have black & white anti-corrosive paint or powder coating complete, as directed.

Bilingual Whistle Boards for level Set crossing of size 600mm x 600mm of each board with back support frame welded to vertical post of MS T section of size 75mm x 75mm x 6mm x 3950mm

Un-manned Level Crossing Danger Set Stop Board of size 675mmx525mm with back support frame welded to vertical post of MS angle of size 50mmx50mmx6mmx3650mm ER HQ-ENGINEERING/EASTERN RLY Manufacturing, fabricating and supplying retro-reflective Engineering Indicator boards, made of 2mm thick aluminium sheet or 3mm thick aluminium composite sheet, face to be fully covered with high intensity encapsulated type heat activated retro-reflective sheeting conforming to type-IV of ASTM-D4956-01 in yellow & black or other colour combination including subject matter, message, symbols, borders etc. as approved by Engineer In-charge or as per IRPWM guidelines, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class-2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back- support frame of M.S. angle iron of size 25mm x25mm x 3mmprovided all along the edges of board with theft resistant measures back side of board shall be with non-peelable weatherproof paint, consisting of one coat of zinc chromate primer and two coats of epoxy paint. Vertical post shall have black & white anti-corrosive paint or powder coating complete, as directed.

Caution Indicator Board of size Each 1400mmx400mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long

Speed Indicator Board of equilateral Each triangular shape having each side of 1000mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long

Termination Indicator Board of Each Circular shape having diameter of 1000mm with back support frame welded to vertical post of MS angle of size 50mmx50mmx6mm of 3950 mm long

Manufacturing, supplying and fixing Each Curve Indicator / Point Indicator / SEJ Boards to be provided at various locations on formation, made out of MS sheet 2mm thick of size 450mm x 300mm duly fixed with MS frame of 25mm x 25mm x 3mm angle welded to 50mm x 50mm x 3mm MS angle, 1000mm long post split and bent 100mm at bottom end with all lead & lift as per specification and including painting of details with enamel paint, as directed by Engineer in-charge (Earthwork & concreting will be paid separately) Total 319904.76

Item Breakup - F3-[Level Crossing Gate No. 126/E in the section KNJ-LGL]

"Payment stage: A) 40% of the MT quantity of this item shall be released when the raw materials is physically brought at the site/fabrication yard. a) The material shall be strictly in accordance with the contract specification. b) The material shall be delivered at site and properly stored under covered shed in measurable stacks. c) The quantity of material shall be brought to site only in such instalment that would facilitate smooth progress of work and consumed in reasonable time. d) Contractor should submit indemnity bond in prescribed format for payment of 40% amount as mentioned above under (a). e) The materials should be insured at contractor's cost in favour of Railways against theft, damage, fire etc. f) Manufactures test certificate is to be submitted against all raw materials. B) Further 50% of the quantity shall be released after completion of fabrication and fabricated material is physically brought to bridge site or as per required site (as per engineer incharge) for launcing plan. C) Balance 10% will be released after completion erection/launching of girder including painting and finishing in all respect. Note: a) The subject work is for fabrication of 25 T -2008 loading standard for Riveted/Welded plate girder as per RDSO/CE's relevant Drawing with latest amendments will be followed for fabrication of girder steel conforming to IS: 2062-2006, Gr.B and should be fully killed and fully normalised. All the steel materials required for girder shall be procured from integrated steel manufacturers approved by RDSO. b) The ER HQ-ENGINEERING/EASTERN RLY Contractor will observe safely as per IS-1179, IS-3016. c)The rate shall include all cost of inspection and testing required by the inspection Authority as per guideline given below: i) Inspection prior to welding includes parent metal, edge preparation, operators' qualifications, WPSS, Micro etching test etc. ii) Inspection during welding includes filler materials dimensional checks, non-destructive test such as Radio graphic tests (if required) dye penetration test and any other suitable non-destructive test as per IS code and IRS welded bridge code. d) The fabrication is to be done in work shop only with approved WPSS. The work shop shall be equipped with all required tools, plants, machineries etc. The Engineer-in charge before commencement of the fabrication work shall approve fabrication site. e) Regarding inspection & passing of the girder by nominated inspecting agency, decision of the inspecting agency will be final & binding on the contractor. f) A deduction @ 2% (Two percent) of the rate shall be made for using steel conforming to IS 2062 Gr. A instead of steel conforming to IS 2062 -2011 Gr. E- 250 BO. This is in compliance of CBE/E.Rly/HQ/KKK's letter no. W(8).196/10/Vol-III dated 20.03.13 " Total 7651002.15

Item Breakup - G1-[Level Crossing Gate No. 135/E in the section KNJ-LGL]

Item Breakup - G2-[Level Crossing Gate No. 135/E in the section KNJ-LGL]

With provision of one 50mm wide Metre retro-reflective tape in horizontal direction, duly secured/tight with vertical posts.

Supplying, driving and erecting in all Metre types of soils, hard wood pile 5m to 7m long without joint, 125mm average dia. for protection of bank slope including two coats of coal tar paint complete, as directed. Note: Payment will be made as per actual driven length of pile.

Driving rails 90R/52 Kg section Metre below average ground level within the slope/toe of embankment including making of nose with contractor's own arrangement complete in all respect Note: Payment will be made as per actual driven length of rail which will be supplied free by Railways at the site of work.

Shoring with 'Z' section MS sheet Sqm piles side by side in all kinds of soil mechanically or manually as per approved drawing with contractor's own arrangement complete in all respects and removal of sheet piles after completion of the work as directed by engineer in-charge Note: Payment will be made as per actual driven length of pile. Total 1623906.16 Item- 2 Bridge Works Substructure S No. Item No Description of Item Unit Qty Rate Amount ER HQ-ENGINEERING/EASTERN RLY Earthwork in excavation by mechanical means (Hydraulic Excavator)/Manual Means for foundations and floors of the bridges, retaining walls etc. including setting out, dressing of sides, ramming of bottom, getting out the excavated material, back filling in layers with approved material and consolidation of the layers by ramming and watering etc. including all lift, disposal of surplus soil up to a lead of 300m, all types of shoring and strutting with all labour and material complete as per drawing and technical specification as directed by Engineer in charge. Note: This item will be used for excavation work in connection with other miscellaneous works also like side drains, foundation for OHE masts and other miscellaneous structures in connection with Gauge Conversion, Doubling, New lines.

All kinds of soils Providing and laying in position Plain cement concrete of specified Nominal Mix f o r miscellaneous works like side drains, foundation for OHE masts and other miscellaneous structures excluding the cost of Cement, centering and shuttering - All work up to plinth level :

1:1½:3 (1 Cement: 1½ coarse sand cum (zone-III) : 3 graded stone aggregate 20 mm nominal size)

1:2:4 (1 cement : 2 coarse sand cum (zone-III) : 4 graded stone aggregate 20 mm nominal size)

Providing and laying in position cum machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality in RCC raft foundation & Pile cap including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. N o t e : 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item. ER HQ-ENGINEERING/EASTERN RLY Providing and laying in position machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality for the following Reinforced cement concrete structural elements up to height of 9.0 m from foundation top level, including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. N o t e : 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item.

Wing wall and Return wall

P r o v i d i n g and casting machine cum batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix, mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants, (Cast in-Situ/Pre-cast) in bottom/top slab, side walls, toe wall and sumps haunch filling head walls, thrust bed or any other component using 20mm graded crushed stone aggregate and coarse sand of approved quality of RCC box of any size including finishing, Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability, complete as per drawings and technical specifications as directed by Engineer in charge. N o t e : 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons at the stage of Mix Design and in that case deduction shall be made as per relevant item. ER HQ-ENGINEERING/EASTERN RLY

Providing and applying two coats of Sqm coal tar or bitumen confirming to IS:3117- latest version on the top and sides of RCC box/slabs @ 1.70 kg/sqm after cleaning the surface with all labour and materials complete job as directed by the Engineer. Centering and shuttering including strutting, propping etc. and removal of form for :

All types of bridge sub-structures, Sqm e.g. pier, abutment, wing wall, retaining wall, RCC box type foundations, Abutment cap, Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc. up to 5m above ground level

Extra for additional height over item Sqm no. 025031 & 025032 wherever required with adequate bracing, propping etc. over initial height of 5 metres for every additional height of 1 metre or part thereof. Supply and using Cement at Worksite

Ordinary Portland Cement 53 grade MT of approved brands/makes

Pozzolana approved brands/makes Total 24654743.00 Item- 3 Bridge Works Super Structure- RCC S No. Item No Description of Item Unit Qty Rate Amount ER HQ-ENGINEERING/EASTERN RLY

Casting single/twin RCC box of all sizes with or without common web section after supporting the track on temporary girders including design of pushing scheme, thrust bed, casting of all RCC components, with specified grade of controlled concrete, pushing it in correct position and alignment below Railway track/Road following all measures of track safety by 'Air pushing technique" as per approved drawings/scheme, in all types of soils with disposal of surplus earth away from vent up to 1 Km, fixing arrangement for all services & utilities including parapet walls on both sides, wearing course, foot paths, plaques, drainage arrangements etc. and all other incidental works to complete the ROB/RUB/Canal crossing in all respect as per specifications to the satisfaction of Engineer-in-Charge. Note: (1) The rate includes all items of work/supplies for complete job in all respects except "cost of Reinforced cement concrete, cement, reinforcement & shuttering" of (i) main RCC Box; (ii) Thrust Bed; (iii) Footpath (iv) Parapet wall and (v) wearing Course only, which shall be paid extra under relevant items of USSOR. (2) The CC Cribs as required and Temporary Girder shall be supplied by Railways at available location. (3) Transportation of Temporary Girder to site shall be paid separately under relevant item.. (4) The payment for this item shall be made for the clear inner cross section area of the parent RCC Box/Boxes and barrel length i.e. clear inner volume of parent RCC Box/Boxes. Loading, transportation of Precast RCC Girders / Slabs / Ballast retainers / Steel Girders etc. from Casting Yard to Site of Work, unloading and stacking at site of work at prescribed location as directed by Engineer-in-Charge up to 60 kms.

Above 5 km up to 10 km

Above 10 km up to 15 km

Above 15 km up to 20 km

Above 20 km up to 25 km

Above 25 km up to 30 km

Above 30 km up to 35 km

Above 35 km up to 40 km

Above 40 km up to 60 km ER HQ-ENGINEERING/EASTERN RLY Loading, transportation of Precast RCC Girders / Slabs / Ballast retainers / Steel Girders etc. from Casting Yard to Site of Work, unloading and stacking at site of work at prescribed location as directed by Engineer-in-Charge above 60 kms.

Above 60 km up to 80 km

Above 80 km up to 100 km

Above 100 km up to 150 km

Above 150 km up to 200 km Total 3323257.20 Item- 4 Bridge Works : Super Structure- Steel S No. Item No Description of Item Unit Qty Rate Amount Metallizing of steel work of girders with sprayed aluminium after surface preparation by Sand/grit blasting, followed by one coat of etch primer (IS:5666) & one coat of Zinc Chrome primer (IS:104) and two coats of aluminium paint (IS:2339) with all labour, T&P and material as a complete job duly conforming to all relevant specifications and process given under Clause 39 of IRS-B1-2001. Note: Nominal Thickness of sprayed Aluminium coating shall be 150 microns. DFT of Zinc chrome primer shall be 25-30 microns and DFT of each coat of Aluminium paint shall be 12-14 microns.

On new girder during fabrication

Supplying fabricating and erecting MT welded and/or bolted and/or riveted steel work in built up sections, trusses and framed work, staging, racks, Height Gauge etc. for Steel Structures other than bridge girders, using RSJ, tees, angles and channels/flats, plates, gussets, round or square bars, cleats, bolts etc., with contractors own steel including cutting, bending, straightening, drilling, riveting, hoisting, fixing, erecting, welding, bolting etc., with Providing stiffeners wherever required as per approved drawing including applying a priming coat of a approved steel primer with all contractor's materials, labour, tools & plants, lead & lift including crossing of tracks if required etc., complete as per specification and as directed by Engineer-in-c ha rge . Note: The payment shall be made on the theoretical weight of main components and gusset plates only. Total 2920250.72 Item- 5 Bridge Works- Misc. S No. Item No Description of Item Unit Qty Rate Amount ER HQ-ENGINEERING/EASTERN RLY

Supply and laying of quarry dust cum including consolidation, supply of all materials, labour, lead, lift, tools, plants, crossing of tracks as per drawing and technical specification as directed by the Engineer in charge in case loose slush is encountered at site of foundation before casting the foundation or laying the filtering media.

Dewatering accumulated water from any Hour location. Payment to be done for Horse power of pump multiplied by pumping hours. Total 1067554.00 Item- 6 Miscellaneous Items S No. Item No Description of Item Unit Qty Rate Amount Hiring of machinery for minor miscellaneous works for short duration including operator/driver, fuel, lubricants and consumable. The contractor shall arrange all statutory permits as required by rules and regulations prevailing in the area of work. Payment shall be made for actual working hours at site.

JCB Backhoe Loaders 3DX Plus or Hour similar with minimum 1.10 cum bucket capacity

Supplying and filling 50 kg size Each empty cement polythene bags with Rly. Ballast/moorum/earth/Sand/quarry dust etc. placing the filled bags on the high banks /bridge approaches/nominated place etc. dumping and spreading at the nominated locations to profile under block period with all contractor's labour, tools, plants, loading, unloading, filling, spreading including all lead/lift etc. complete and as directed by the Engineer in charge at site including crossing of track where necessary. Total 595270.00 Item- 7 Bridge Related Activities S No. Item No Description of Item Unit Qty Rate Amount ER HQ-ENGINEERING/EASTERN RLY Insertion of temporary girder in place of formation involving dismantling of track, removal of ballast and neatly stacking for future use, excavation & installation of CC crib or wooden crib at both ends as per approved design in one or more traffic blocks, excavation for creating space for insertion of girder as required, placement of girder by contractor's Crane, tools & plants, filling of earth/sand filled bags at different stages as required, linking of track and connecting with the approaches, ballasting, boxing and packing approach sleepers to make track fit for 20 kmph to the satisfaction of Engineer in-charge. Note: 1. The CC Cribs as required and Temporary Girder shall be supplied by Railways at available l o c a t i o n . 2. Transportation of Temporary Girder to site shall be paid separately under relevant item. 3. The charges for wooden sleepers/blocks required for matting and bearing as per approved design shall be paid extra as per relevant item. 4. In case bridge timber / channel sleepers are required to be laid on girder, the same shall be paid separately under relevant item.

RH /Temporary girder of length Each above 16.3m and up to 26.00 using Road crane capacity of 80 MT

Manufacturing and using wooden cum sleepers/blocks required for matting and bearing as per approved design for use below and above CC Crib for insertion of Temporary Girder etc.. Note: The item is for one time use and released wooden sleepers/blocks shall be the property of the Contractor. Removal of temporary girder, crib on both ends and placing temporary girder on crib / cess away from Railway track as directed by engineer at site under traffic block; filling of Railway's earth by ramming, pulling ballast from stack / adjoining track / same track, laying track, linking with approach track and packing of ballast for opening track at 20 kmph speed, boxing & dressing of cess, ballast profiling etc. Note: If earth is to be brought by contractor from outside, the same will be paid separately.

RH /Temporary girder of length Each above 16.3m and up to 26.00 using Road crane capacity of 80 MT Total 619018.06 Item- 8 Rails, Sleepers, Fittings and Renewals S No. Item No Description of Item Unit Qty Rate Amount ER HQ-ENGINEERING/EASTERN RLY Dismantling and removing rail of all section & length from track, laid on any type & density of sleeper by removing fish plates, fastenings & fish bolts and other materials including stacking all released materials within an average distance of 500 metres as directed by Engineer in-charge. Note: 1.Cutting of rails shall be paid separately. 2.Work to be done under traffic block.

For Casual/Scattered Rail Renewal RM work Insertion of rails of all types & length in track, laid on any type & density of sleeper to the specified gauge under traffic block. Rates include fastening of rail with sleepers with standard set of fastenings and fixing of fish plates and bolts or, if required, providing gap for welding and stacking of released material without infringement within 250m as directed by Engineer-in-Charge. Note: Rail drilling and cutting to be paid separately.

For Casual/Scattered Rail Renewal RM work Replacement of any type of sleepers in track with PSC sleepers lying on cess or at Bridge Approaches for casual renewal at isolated locations with all fittings complete to specified gauge & cross level with contractor's tools including packing and dressing of ballast, as directed by Engineer in-charge. Released materials shall be neatly stacked and handed over at specified location within an average lead of 250 m or near either side of Bridge approaches as directed.

Ballasted Deck Bridge Fixing of fish plates with fish bolts on a joint of all rail sections duly lubricating fish plates/bolts with contractor's grease graphite in running track condition including transportation of fish plates and fish bolts from nearest station / store / level crossing. Note: Rail cutting & drilling to be paid separately.

Fish plates with 4 fish bolts.

Lubrication of Elastic Rail Clips on ERC PSC sleepers as per procedure prescribed in latest edition of IRPWM with Railway's grease. ER HQ-ENGINEERING/EASTERN RLY

Removing seized ERC from SGCI ERC inserts of existing track by using suitable approved chemicals and re- fixing after greasing of insert eye and ERC with Contractor's grease of specified quality as per provisions of IRPWM, as directed by Engineer in- charge. Note: 1.List of Seized ERC along with location shall be prepared after inspection of SSE/P.Way and marked prior to execution of this item. 2. Due care shall be taken to avoid any damage to the sleeper 3.A penalty of 50% of the basic cost of new sleeper in nearest sleeper factory shall be levied on each, if SGCI insert is broken or sleeper gets cracked in the process.

Lubrication of gauge face of rail on RM curves, cross overs, points & crossings, turn-in curves and at locations as required with contractor's grease graphite grade "O" IS 408 and as directed. Total 384012.60 Item- 9 Manual / Mechanised Screening & Ballast Related Activities S No. Item No Description of Item Unit Qty Rate Amount Recoupment of ballast in running line with railway's stone ballast from existing stacks available along alignment either on top of cutting or on cess or at toe of bank by head leads or by any other means and spreading to make up deficiency in the required profile with contractor's labour, tools & plants, as directed by Engineer-in-charge. Note: Payment shall be made based on ballast stack measurement.

For average lead up to 50m and lift cum up to 5m

Lifting and packing for regrading the TRM existing PSC sleeper track to required height / level in stages not exceeding 75mm or part thereof at a time, providing permissible ramp for the track, insertion of moorum / sand / stone ballast uniformly under the existing track and placing the same to safe approved gradient, gauge, cushion including levelling and one round of through packing to allow train movement at restricted speed of 30 kmph for a specified length with all leads & lifts and fixing, marking, painting rail level pegs at every 30m interval. Note: Lifting of track shall be done in stages as per procedure prescribed in latest edition of IRPWM to get the proposed final level as per approved working profile, as directed by Engineer in-charge.

Extra for additional lift over 75mm TRM for every 50mm lift or part thereof up to 275mm for item nos. 083010 for each TRM. ER HQ-ENGINEERING/EASTERN RLY

Boxing and profiling of ballast as per TRM procedure prescribed in latest edition of IRPWM including cess dressing on both sides of track. The work will include removing excess ballast from track and putting the same in crib and shoulder by leading to a maximum of 50m including crossing of track, deweeding on ballast section etc and as directed by Engineer-In charge.

Removing, screening and salvaging cum ballast from track, duly digging / scarifying ballast by beaters / wire brushes or any mechanical means, leveling and dressing formation with specified cross slope after salvaging ballast, separating muck by screening the salvaged ballast with contractor's 20mm size sieve, stacking of screened ballast for measurement, disposing off muck at specified locations with all lead & lifts as directed by Engineer in- charge. Note: Payment shall be made for quantity of ballast stacked after screening of retrieved ballast from track. Manufacturing, supply and stacking o f machine crushed Track Ballast conforming to RDSO Specification (IRS-GE-1) with latest correction slips at Railway depot or nominated location. Note: Distance of nearest quarry mentioned in each sub-item is only for the purpose of selecting the items for preparation of estimates/tender schedule, based on the minimum distance between nearest quarry and centre of supply points and will not affect the selection of quarry during physical supply in any way till prescribed specification is met fully.

When distance of nearest quarry is cum more than 100 km and up to 150 km Total 696830.10 Item- 10 Welding Activities S No. Item No Description of Item Unit Qty Rate Amount ER HQ-ENGINEERING/EASTERN RLY 25mm gap 'in-situ' welding during traffic block using Railway's welding portion and finishing of weld to meet the prescribed tolerances and pass all stipulated tests with all required labour, materials, consumables, tools, equipments etc. to complete the work in all respect as per IR's "Manual for Fusion Welding of Rails by Alumino - Thermic Process" with latest correction slips, including marking of welded joint, painting weld collar with anticorrosive paint, restoration of track near weld joint to original position and fixing of joggled fish plate at new weld, to be removed after passing of weld in USFD test as directed by Engineer in charge. Note: 1. Welding portion and related accessories as per Annexure - I shall be supplied by Railways. All other items required shall be supplied by the Contractor. 2. Welding shall be carried out only by trained welder having valid competency certificate. 3. Hydraulic Weld trimmer shall be used for chipping and profile Grinder for finishing. 4. Required nos. of Joggled fish plates shall be supplied by Railway at nearest P. Way Stores and the same shall be returned at nearest P. Way Store or at other location as per direction of Engineer- in-Charge after release from track.

For 52 Kg - 90 UTS or 52 Kg 72UTS Each Rail, Single shot crucible fitted with Automatic Tapping Thimble Technology, 3 pieces Mould (Zircon washed) and Compressed Air Petrol heating technique. Total 40650.20 Item- 11 Maintenance Activities S No. Item No Description of Item Unit Qty Rate Amount Through packing of track, as per procedure prescribed in latest edition of Indian Railways Permanent Way Manual

For PSC sleeper Track with Sleeper TRM Density of 1540 Sleepers/Km or more First or Second Through Packing of track of all sleeper density including giving a general lift, as desired to eliminate sag after Deep Screening work, lifting of track, lowering of track and major realignment of curves and formation rehabilitation as per procedure prescribed in latest edition of IRPWM. Note: General lift is normally 25 mm and isolated lift may be up to 50 mm.

For PSC Sleeper Track with Sleeper TRM Density of 1660 ER HQ-ENGINEERING/EASTERN RLY Third or subsequent Through Packing of track for all sleeper density including picking of slacks, as required after second through packing, subsequent to Deep Screening work as per procedure prescribed in latest edition of IRPWM. This item can also be used after lifting/regrading/realignment works also. Note: General lift is normally 25 mm and isolated lift may be up to 50 mm.

For PSC Sleeper Track with Sleeper TRM Density of 1660 Through packing of points and crossings, derailing switches including gauging, fittings recoupment, ballasting as required, elimination of sag and to the required alignment after Deep Screening as per procedure prescribed in latest edition of IRPWM complete as per direction of Engineer-in-charge. Note: This work shall be operated in exceptional cases with written approval at DEN level when UNIMAT is not available and immediate packing is required to pass train over it.

1 in 12 PSC layout De-stressing of LWR/CWR track of any density under traffic line block with contractor's labours, tools, equipments and consumables inclusive of all lead & lift. Activities include cutting of LWR/CWR into convenient panels of specified length, removal of ERCs, liners, greasing of ERCs and liner contact area, lifting rails and keeping them on rollers provided at every 15 sleepers, working out elongation of rail ends depending on prevailing site conditions, pulling rails with the help of Hydraulic Tensor to achieve the desired elongation, cutting rails, as required, removing rollers and placing rail in position, re-fixing ERCs & liners and adjustment of gap at SEJs : Note: (1) Welding of rail joints will be paid separately. (2) Rail cutting and Hole drilling shall be paid separately. (3) Opening and closing of LC if required will be paid separately. (4) As per procedure prescribed in latest edition of IRPWM & CE's Circulars for destressing of LWR/CWR, if any.

With Contractor's tensor

Without Rail tensor Fixing Joggled Fish Plates with bolt / clamp (supplied by Railway from nearest SSE Store) in running track conditions at welds on rail, as directed by engineer in-charge (drilling of holes in rail, if required, shall be paid separately).

With Clamps ER HQ-ENGINEERING/EASTERN RLY Maintenance of track on main line & loops, Points & crossings etc. including special attention to section for carrying out various maintenance works listed in Indian Railways P.Way Manual / Bridge Manual for safe running of goods and passenger trains with contractor's tools / labours etc. complete, as directed by Engineer in-charge. Note: Contractor shall arrange one gang at any point of time comprising of minimum specified labours with sufficient experience in P.Way working.

One mobile Gang comprising of 15 Gang physically fit labours plus 1 Mate. Day N o t e : (1) In case, contractor provides less no. of Labour/Mate or for non availability of vehicle, payment will be deducted for each such person or non-availability of vehicle @ 20% of the accepted item rate, separately for each shortfall. (2) The Contractor shall keep one pick up Truck of minimum 1.5T payload capacity with Driver all the time and all expenditures for running at an average of 80 kms per day shall be born by the Contractor. Fixing of Wooden Distance Block of size 1.0m x 0.3m x 0.15m between track and platform wall.

With Contractor's hard wood block.

Removing weeds & bushes in ballast TRM section and cess up to 3.95m from centre line of track in mid section & station yard, as specified by Engineer in-charge including disposal of branches, bushes outside cess/yard.

Trimming of tree branches coming Each within 6m of centre line of track & those obstructing views of Curves/LCs / Signal / Indicator at locations in section & station yard, as specified by Engineer in-charge including disposal of branches, bushes outside cess/yard. Note: Girth of more than 20 cm will only be considered as tree branch. Marking, inscribing, painting, writing, bordering etc. on new / old iron surface at various locations of Points & Crossings with details of turn-in / turn-out reference station mark on rail web for one set, duly preparing surface with contractor's wire brush and applying two coats of yellow synthetic enamel paint of approved quality as background and stenciling the details to suitable size, as described for every curve reference station mark / switch / crossing details with black enamel paint of approved quality complete, as directed : Note: Stenciling of letters is only permitted. No hand written letters are accepted.

1 in 12 Turnout ER HQ-ENGINEERING/EASTERN RLY Total 1664486.10 Item- 12 Small Track Machines S No. Item No Description of Item Unit Qty Rate Amount Quick cutting with abrasive rail cutter of all types of rail sections including wear resistant, head hardened rails up to 110 UTS, with contractors tools & plants, equipment, consumable with all lead & lift etc. complete as directed by Engineer in-charge. Abrasive Rail Cutter will be as per RDSO Specification No. TM/SM/1 (Rev. 01 of 2012) with latest status of RDSO; Rail Cutting Wheel Abrasive Disc will be as per RDSO Specification No.TM/SM/2 (Rev. 01 of 2020)

52 Kg - 90 UTS - Outside Track

60 Kg - 110/90 UTS - On Running Each Line

52 Kg - 90 UTS- On Running Line Drilling holes of 16 mm to 32 mm dia. with Rail Drilling machine including chamfering with appropriate chamfering tools in all types of rail section with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Rail Drilling Machine will be as per RDSO Specification No. TM/SM/3, dated 24.04.1991.

On Running Line

Sleeper Squaring of sleeper by Hydraulic Sleeper Spacer with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Hydraulic Sleeper Spacer shall be as per RDSO's Specification No. TM/SM/17, dated 31.03.1992. Total 59440.10 Item- 13 Level Crossings S No. Item No Description of Item Unit Qty Rate Amount

Dismantling existing check rail of RM Level Crossing, blocks, bolts & nuts and stacking these in a countable manner near LC, free from any infringements as directed by Engineer in-charge.

Dismantling exiting Rail Height Each Gauge carefully and stacking the released material in countable m a n n e r , free from any infringements as directed by Engineer in-Charge including removal of cement concrete foundation and making surface clean. ER HQ-ENGINEERING/EASTERN RLY

Dismantling existing lifting barrier Set along with winch assembly and other components like boom, fringes, locking arrangements, pedestal, boom rest, locking rods/wires, pulley stakes, turn out wheels, 'A' base and other materials connected with functioning of lifting barrier, removing engineering indicators on track and level crossing road signages without any damage including demolishing concrete base of existing structures, filling, ramming and levelling the ground disturbed during demolition, clearing debris and stacking all released material in a neat and countable manner and clear of infringements, as directed. Note: Barriers on both sides of level crossing constitute one set.

Dismantling existing whistle boards Each along with post including demolishing base concrete and levelling of ground, stacking released materials at the level crossing concerned including clearing of debris, with contractor's labour, tools, vehicles, consumables, all lead and lift etc., complete without damage as directed by the Engineer-in-charge.

Fabrication, supplying and fixing Each Stop Boards of 600mm dia. to lifting barriers as per approved drawing, made of 3mm thick plate, using MS clamps, providing 6 nos. of 50mm dia. red retro-reflector on stop board, painting iron works with two coats of synthetic enamel paint over one coat of primer of approved quality & colour and writing STOP mark over the board. Fixing of wooden blocks of approximate size of 150mm x 300mm x 1200mm on end of check rails including sizing at level crossings with contractor's labour, tools & plants and as directed.

With Contractor's hard wood block Total 150187.12 Item- 14 Supply of P.Way Items S No. Item No Description of Item Unit Qty Rate Amount ER HQ-ENGINEERING/EASTERN RLY Manufacturing, fabricating and supplying retro-reflective Level Crossing Indicator boards, made of 2mm thick aluminium sheet or 3mm thick aluminium composite sheet, face to be fully covered with high intensity encapsulated type heat activated retro-reflective sheeting conforming to type-IV of ASTM- D4956-01 in yellow & black or other colour combination including subject matter, message, symbols, borders etc. as approved by Engineer In- charge or as per IRPWM guidelines, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class-2 of ASTM-D- 4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back-support frame of M.S. angle iron of size 25mm x 25mm x 3mm provided all along the edges of board with theft resistant measures, back side of board shall be with non-peelable weather-proof paint, consisting of one coat of zinc chromate primer and two coats of epoxy paint. Vertical post shall have black & white anti-corrosive paint or powder coating complete, as directed.

Bilingual Whistle Boards for level Set crossing of size 600mm x 600mm of each board with back support frame welded to vertical post of MS T section of size 75mm x 75mm x 6mm x 3950mm

Un-manned Level Crossing Danger Set Stop Board of size 675mmx525mm with back support frame welded to vertical post of MS angle of size 50mmx50mmx6mmx3650mm ER HQ-ENGINEERING/EASTERN RLY Manufacturing, fabricating and supplying retro-reflective Engineering Indicator boards, made of 2mm thick aluminium sheet or 3mm thick aluminium composite sheet, face to be fully covered with high intensity encapsulated type heat activated retro-reflective sheeting conforming to type-IV of ASTM-D4956-01 in yellow & black or other colour combination including subject matter, message, symbols, borders etc. as approved by Engineer In-charge or as per IRPWM guidelines, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class-2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back- support frame of M.S. angle iron of size 25mm x25mm x 3mmprovided all along the edges of board with theft resistant measures back side of board shall be with non-peelable weatherproof paint, consisting of one coat of zinc chromate primer and two coats of epoxy paint. Vertical post shall have black & white anti-corrosive paint or powder coating complete, as directed.

Caution Indicator Board of size Each 1400mmx400mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long

Speed Indicator Board of equilateral Each triangular shape having each side of 1000mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long

Termination Indicator Board of Each Circular shape having diameter of 1000mm with back support frame welded to vertical post of MS angle of size 50mmx50mmx6mm of 3950 mm long

Manufacturing, supplying and fixing Each Curve Indicator / Point Indicator / SEJ Boards to be provided at various locations on formation, made out of MS sheet 2mm thick of size 450mm x 300mm duly fixed with MS frame of 25mm x 25mm x 3mm angle welded to 50mm x 50mm x 3mm MS angle, 1000mm long post split and bent 100mm at bottom end with all lead & lift as per specification and including painting of details with enamel paint, as directed by Engineer in-charge (Earthwork & concreting will be paid separately) Total 319904.76

Item Breakup - G3-[Level Crossing Gate No. 135/E in the section KNJ-LGL]

"Payment stage: A) 40% of the cum quantity of this item shall be released when the raw materials is physically brought at the site/fabrication yard. a) The material shall be strictly in accordance with the contract specification. b) The material shall be delivered at site and properly stored under covered shed in measurable stacks. c) The quantity of material shall be brought to site only in such instalment that would facilitate smooth progress of work and consumed in reasonable time. d) Contractor should submit indemnity bond in prescribed format for payment of 40% amount as mentioned above under (a). e) The materials should be insured at contractor's cost in favour of Railways against theft, damage, fire etc. f) Manufactures test certificate is to be submitted against all raw materials. B) Further 50% of the quantity shall be released after completion of fabrication and fabricated material is physically brought to bridge site or as per required site (as per engineer incharge) for launcing plan. C) Balance 10% will be released after completion erection/launching of girder including painting and finishing in all respect. Note: a) The subject work is for fabrication of 25 T -2008 loading standard for Riveted/Welded plate girder as per RDSO/CE's relevant Drawing with latest amendments will be followed for fabrication of girder steel conforming to IS: 2062-2006, Gr.B and should be fully killed and fully normalised. All the steel materials required for girder shall be procured from integrated steel manufacturers approved by RDSO. b) The ER HQ-ENGINEERING/EASTERN RLY Contractor will observe safely as per IS-1179, IS-3016. c)The rate shall include all cost of inspection and testing required by the inspection Authority as per guideline given below: i) Inspection prior to welding includes parent metal, edge preparation, operators' qualifications, WPSS, Micro etching test etc. ii) Inspection during welding includes filler materials dimensional checks, non-destructive test such as Radio graphic tests (if required) dye penetration test and any other suitable non-destructive test as per IS code and IRS welded bridge code. d) The fabrication is to be done in work shop only with approved WPSS. The work shop shall be equipped with all required tools, plants, machineries etc. The Engineer-in charge before commencement of the fabrication work shall approve fabrication site. e) Regarding inspection & passing of the girder by nominated inspecting agency, decision of the inspecting agency will be final & binding on the contractor. f) A deduction @ 2% (Two percent) of the rate shall be made for using steel conforming to IS 2062 Gr. A instead of steel conforming to IS 2062 -2011 Gr. E- 250 BO. This is in compliance of CBE/E.Rly/HQ/KKK's letter no. W(8).196/10/Vol-III dated 20.03.13 " Total 7651002.15

Item Breakup - H1-[Level Crossing Gate No. 129/E in the section KNJ-LGL]

Item Breakup - H2-[Level Crossing Gate No. 129/E in the section KNJ-LGL]

With provision of one 50mm wide Metre retro-reflective tape in horizontal direction, duly secured/tight with vertical posts.

Supplying, driving and erecting in all Metre types of soils, hard wood pile 5m to 7m long without joint, 125mm average dia. for protection of bank slope including two coats of coal tar paint complete, as directed. Note: Payment will be made as per actual driven length of pile.

Driving rails 90R/52 Kg section Metre below average ground level within the slope/toe of embankment including making of nose with contractor's own arrangement complete in all respect Note: Payment will be made as per actual driven length of rail which will be supplied free by Railways at the site of work.

Shoring with 'Z' section MS sheet Sqm piles side by side in all kinds of soil mechanically or manually as per approved drawing with contractor's own arrangement complete in all respects and removal of sheet piles after completion of the work as directed by engineer in-charge Note: Payment will be made as per actual driven length of pile. Total 1623906.16 Item- 2 Bridge Works Substructure S No. Item No Description of Item Unit Qty Rate Amount ER HQ-ENGINEERING/EASTERN RLY Earthwork in excavation by mechanical means (Hydraulic Excavator)/Manual Means for foundations and floors of the bridges, retaining walls etc. including setting out, dressing of sides, ramming of bottom, getting out the excavated material, back filling in layers with approved material and consolidation of the layers by ramming and watering etc. including all lift, disposal of surplus soil up to a lead of 300m, all types of shoring and strutting with all labour and material complete as per drawing and technical specification as directed by Engineer in charge. Note: This item will be used for excavation work in connection with other miscellaneous works also like side drains, foundation for OHE masts and other miscellaneous structures in connection with Gauge Conversion, Doubling, New lines.

All kinds of soils Providing and laying in position Plain cement concrete of specified Nominal Mix f o r miscellaneous works like side drains, foundation for OHE masts and other miscellaneous structures excluding the cost of Cement, centering and shuttering - All work up to plinth level :

1:1½:3 (1 Cement: 1½ coarse sand cum (zone-III) : 3 graded stone aggregate 20 mm nominal size)

1:2:4 (1 cement : 2 coarse sand cum (zone-III) : 4 graded stone aggregate 20 mm nominal size)

Providing and laying in position cum machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality in RCC raft foundation & Pile cap including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. N o t e : 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item. ER HQ-ENGINEERING/EASTERN RLY Providing and laying in position machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality for the following Reinforced cement concrete structural elements up to height of 9.0 m from foundation top level, including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. N o t e : 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item.

Wing wall and Return wall

P r o v i d i n g and casting machine cum batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix, mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants, (Cast in-Situ/Pre-cast) in bottom/top slab, side walls, toe wall and sumps haunch filling head walls, thrust bed or any other component using 20mm graded crushed stone aggregate and coarse sand of approved quality of RCC box of any size including finishing, Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability, complete as per drawings and technical specifications as directed by Engineer in charge. N o t e : 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons at the stage of Mix Design and in that case deduction shall be made as per relevant item. ER HQ-ENGINEERING/EASTERN RLY

Providing and applying two coats of Sqm coal tar or bitumen confirming to IS:3117- latest version on the top and sides of RCC box/slabs @ 1.70 kg/sqm after cleaning the surface with all labour and materials complete job as directed by the Engineer. Centering and shuttering including strutting, propping etc. and removal of form for :

All types of bridge sub-structures, Sqm e.g. pier, abutment, wing wall, retaining wall, RCC box type foundations, Abutment cap, Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc. up to 5m above ground level

Extra for additional height over item Sqm no. 025031 & 025032 wherever required with adequate bracing, propping etc. over initial height of 5 metres for every additional height of 1 metre or part thereof. Supply and using Cement at Worksite

Ordinary Portland Cement 53 grade MT of approved brands/makes

Pozzolana approved brands/makes Total 24654743.00 Item- 3 Bridge Works Super Structure- RCC S No. Item No Description of Item Unit Qty Rate Amount ER HQ-ENGINEERING/EASTERN RLY

Casting single/twin RCC box of all sizes with or without common web section after supporting the track on temporary girders including design of pushing scheme, thrust bed, casting of all RCC components, with specified grade of controlled concrete, pushing it in correct position and alignment below Railway track/Road following all measures of track safety by 'Air pushing technique" as per approved drawings/scheme, in all types of soils with disposal of surplus earth away from vent up to 1 Km, fixing arrangement for all services & utilities including parapet walls on both sides, wearing course, foot paths, plaques, drainage arrangements etc. and all other incidental works to complete the ROB/RUB/Canal crossing in all respect as per specifications to the satisfaction of Engineer-in-Charge. Note: (1) The rate includes all items of work/supplies for complete job in all respects except "cost of Reinforced cement concrete, cement, reinforcement & shuttering" of (i) main RCC Box; (ii) Thrust Bed; (iii) Footpath (iv) Parapet wall and (v) wearing Course only, which shall be paid extra under relevant items of USSOR. (2) The CC Cribs as required and Temporary Girder shall be supplied by Railways at available location. (3) Transportation of Temporary Girder to site shall be paid separately under relevant item.. (4) The payment for this item shall be made for the clear inner cross section area of the parent RCC Box/Boxes and barrel length i.e. clear inner volume of parent RCC Box/Boxes. Loading, transportation of Precast RCC Girders / Slabs / Ballast retainers / Steel Girders etc. from Casting Yard to Site of Work, unloading and stacking at site of work at prescribed location as directed by Engineer-in-Charge up to 60 kms.

Above 5 km up to 10 km

Above 10 km up to 15 km

Above 15 km up to 20 km

Above 20 km up to 25 km

Above 25 km up to 30 km

Above 30 km up to 35 km

Above 35 km up to 40 km

Above 40 km up to 60 km ER HQ-ENGINEERING/EASTERN RLY Loading, transportation of Precast RCC Girders / Slabs / Ballast retainers / Steel Girders etc. from Casting Yard to Site of Work, unloading and stacking at site of work at prescribed location as directed by Engineer-in-Charge above 60 kms.

Above 60 km up to 80 km

Above 80 km up to 100 km

Above 100 km up to 150 km

Above 150 km up to 200 km Total 3323257.20 Item- 4 Bridge Works : Super Structure- Steel S No. Item No Description of Item Unit Qty Rate Amount Metallizing of steel work of girders with sprayed aluminium after surface preparation by Sand/grit blasting, followed by one coat of etch primer (IS:5666) & one coat of Zinc Chrome primer (IS:104) and two coats of aluminium paint (IS:2339) with all labour, T&P and material as a complete job duly conforming to all relevant specifications and process given under Clause 39 of IRS-B1-2001. Note: Nominal Thickness of sprayed Aluminium coating shall be 150 microns. DFT of Zinc chrome primer shall be 25-30 microns and DFT of each coat of Aluminium paint shall be 12-14 microns.

On new girder during fabrication

Supplying fabricating and erecting MT welded and/or bolted and/or riveted steel work in built up sections, trusses and framed work, staging, racks, Height Gauge etc. for Steel Structures other than bridge girders, using RSJ, tees, angles and channels/flats, plates, gussets, round or square bars, cleats, bolts etc., with contractors own steel including cutting, bending, straightening, drilling, riveting, hoisting, fixing, erecting, welding, bolting etc., with Providing stiffeners wherever required as per approved drawing including applying a priming coat of a approved steel primer with all contractor's materials, labour, tools & plants, lead & lift including crossing of tracks if required etc., complete as per specification and as directed by Engineer-in-c ha rge . Note: The payment shall be made on the theoretical weight of main components and gusset plates only. Total 2920250.72 Item- 5 Bridge Works- Misc. S No. Item No Description of Item Unit Qty Rate Amount ER HQ-ENGINEERING/EASTERN RLY

Supply and laying of quarry dust cum including consolidation, supply of all materials, labour, lead, lift, tools, plants, crossing of tracks as per drawing and technical specification as directed by the Engineer in charge in case loose slush is encountered at site of foundation before casting the foundation or laying the filtering media.

Dewatering accumulated water from any Hour location. Payment to be done for Horse power of pump multiplied by pumping hours. Total 1067554.00 Item- 6 Miscellaneous Items S No. Item No Description of Item Unit Qty Rate Amount Hiring of machinery for minor miscellaneous works for short duration including operator/driver, fuel, lubricants and consumable. The contractor shall arrange all statutory permits as required by rules and regulations prevailing in the area of work. Payment shall be made for actual working hours at site.

JCB Backhoe Loaders 3DX Plus or Hour similar with minimum 1.10 cum bucket capacity

Supplying and filling 50 kg size Each empty cement polythene bags with Rly. Ballast/moorum/earth/Sand/quarry dust etc. placing the filled bags on the high banks /bridge approaches/nominated place etc. dumping and spreading at the nominated locations to profile under block period with all contractor's labour, tools, plants, loading, unloading, filling, spreading including all lead/lift etc. complete and as directed by the Engineer in charge at site including crossing of track where necessary. Total 595270.00 Item- 7 Bridge Related Activities S No. Item No Description of Item Unit Qty Rate Amount ER HQ-ENGINEERING/EASTERN RLY Insertion of temporary girder in place of formation involving dismantling of track, removal of ballast and neatly stacking for future use, excavation & installation of CC crib or wooden crib at both ends as per approved design in one or more traffic blocks, excavation for creating space for insertion of girder as required, placement of girder by contractor's Crane, tools & plants, filling of earth/sand filled bags at different stages as required, linking of track and connecting with the approaches, ballasting, boxing and packing approach sleepers to make track fit for 20 kmph to the satisfaction of Engineer in-charge. Note: 1. The CC Cribs as required and Temporary Girder shall be supplied by Railways at available l o c a t i o n . 2. Transportation of Temporary Girder to site shall be paid separately under relevant item. 3. The charges for wooden sleepers/blocks required for matting and bearing as per approved design shall be paid extra as per relevant item. 4. In case bridge timber / channel sleepers are required to be laid on girder, the same shall be paid separately under relevant item.

RH /Temporary girder of length Each above 16.3m and up to 26.00 using Road crane capacity of 80 MT

Manufacturing and using wooden cum sleepers/blocks required for matting and bearing as per approved design for use below and above CC Crib for insertion of Temporary Girder etc.. Note: The item is for one time use and released wooden sleepers/blocks shall be the property of the Contractor. Removal of temporary girder, crib on both ends and placing temporary girder on crib / cess away from Railway track as directed by engineer at site under traffic block; filling of Railway's earth by ramming, pulling ballast from stack / adjoining track / same track, laying track, linking with approach track and packing of ballast for opening track at 20 kmph speed, boxing & dressing of cess, ballast profiling etc. Note: If earth is to be brought by contractor from outside, the same will be paid separately.

RH /Temporary girder of length Each above 16.3m and up to 26.00 using Road crane capacity of 80 MT Total 619018.06 Item- 8 Rails, Sleepers, Fittings and Renewals S No. Item No Description of Item Unit Qty Rate Amount ER HQ-ENGINEERING/EASTERN RLY Dismantling and removing rail of all section & length from track, laid on any type & density of sleeper by removing fish plates, fastenings & fish bolts and other materials including stacking all released materials within an average distance of 500 metres as directed by Engineer in-charge. Note: 1.Cutting of rails shall be paid separately. 2.Work to be done under traffic block.

For Casual/Scattered Rail Renewal RM work Insertion of rails of all types & length in track, laid on any type & density of sleeper to the specified gauge under traffic block. Rates include fastening of rail with sleepers with standard set of fastenings and fixing of fish plates and bolts or, if required, providing gap for welding and stacking of released material without infringement within 250m as directed by Engineer-in-Charge. Note: Rail drilling and cutting to be paid separately.

For Casual/Scattered Rail Renewal RM work Replacement of any type of sleepers in track with PSC sleepers lying on cess or at Bridge Approaches for casual renewal at isolated locations with all fittings complete to specified gauge & cross level with contractor's tools including packing and dressing of ballast, as directed by Engineer in-charge. Released materials shall be neatly stacked and handed over at specified location within an average lead of 250 m or near either side of Bridge approaches as directed.

Ballasted Deck Bridge Fixing of fish plates with fish bolts on a joint of all rail sections duly lubricating fish plates/bolts with contractor's grease graphite in running track condition including transportation of fish plates and fish bolts from nearest station / store / level crossing. Note: Rail cutting & drilling to be paid separately.

Fish plates with 4 fish bolts.

Lubrication of Elastic Rail Clips on ERC PSC sleepers as per procedure prescribed in latest edition of IRPWM with Railway's grease. ER HQ-ENGINEERING/EASTERN RLY

Removing seized ERC from SGCI ERC inserts of existing track by using suitable approved chemicals and re- fixing after greasing of insert eye and ERC with Contractor's grease of specified quality as per provisions of IRPWM, as directed by Engineer in- charge. Note: 1.List of Seized ERC along with location shall be prepared after inspection of SSE/P.Way and marked prior to execution of this item. 2. Due care shall be taken to avoid any damage to the sleeper 3.A penalty of 50% of the basic cost of new sleeper in nearest sleeper factory shall be levied on each, if SGCI insert is broken or sleeper gets cracked in the process.

Lubrication of gauge face of rail on RM curves, cross overs, points & crossings, turn-in curves and at locations as required with contractor's grease graphite grade "O" IS 408 and as directed. Total 384012.60 Item- 9 Manual / Mechanised Screening & Ballast Related Activities S No. Item No Description of Item Unit Qty Rate Amount Recoupment of ballast in running line with railway's stone ballast from existing stacks available along alignment either on top of cutting or on cess or at toe of bank by head leads or by any other means and spreading to make up deficiency in the required profile with contractor's labour, tools & plants, as directed by Engineer-in-charge. Note: Payment shall be made based on ballast stack measurement.

For average lead up to 50m and lift cum up to 5m

Lifting and packing for regrading the TRM existing PSC sleeper track to required height / level in stages not exceeding 75mm or part thereof at a time, providing permissible ramp for the track, insertion of moorum / sand / stone ballast uniformly under the existing track and placing the same to safe approved gradient, gauge, cushion including levelling and one round of through packing to allow train movement at restricted speed of 30 kmph for a specified length with all leads & lifts and fixing, marking, painting rail level pegs at every 30m interval. Note: Lifting of track shall be done in stages as per procedure prescribed in latest edition of IRPWM to get the proposed final level as per approved working profile, as directed by Engineer in-charge.

Extra for additional lift over 75mm TRM for every 50mm lift or part thereof up to 275mm for item nos. 083010 for each TRM. ER HQ-ENGINEERING/EASTERN RLY

Boxing and profiling of ballast as per TRM procedure prescribed in latest edition of IRPWM including cess dressing on both sides of track. The work will include removing excess ballast from track and putting the same in crib and shoulder by leading to a maximum of 50m including crossing of track, deweeding on ballast section etc and as directed by Engineer-In charge.

Removing, screening and salvaging cum ballast from track, duly digging / scarifying ballast by beaters / wire brushes or any mechanical means, leveling and dressing formation with specified cross slope after salvaging ballast, separating muck by screening the salvaged ballast with contractor's 20mm size sieve, stacking of screened ballast for measurement, disposing off muck at specified locations with all lead & lifts as directed by Engineer in- charge. Note: Payment shall be made for quantity of ballast stacked after screening of retrieved ballast from track. Manufacturing, supply and stacking o f machine crushed Track Ballast conforming to RDSO Specification (IRS-GE-1) with latest correction slips at Railway depot or nominated location. Note: Distance of nearest quarry mentioned in each sub-item is only for the purpose of selecting the items for preparation of estimates/tender schedule, based on the minimum distance between nearest quarry and centre of supply points and will not affect the selection of quarry during physical supply in any way till prescribed specification is met fully.

When distance of nearest quarry is cum more than 100 km and up to 150 km Total 696830.10 Item- 10 Welding Activities S No. Item No Description of Item Unit Qty Rate Amount ER HQ-ENGINEERING/EASTERN RLY 25mm gap 'in-situ' welding during traffic block using Railway's welding portion and finishing of weld to meet the prescribed tolerances and pass all stipulated tests with all required labour, materials, consumables, tools, equipments etc. to complete the work in all respect as per IR's "Manual for Fusion Welding of Rails by Alumino - Thermic Process" with latest correction slips, including marking of welded joint, painting weld collar with anticorrosive paint, restoration of track near weld joint to original position and fixing of joggled fish plate at new weld, to be removed after passing of weld in USFD test as directed by Engineer in charge. Note: 1. Welding portion and related accessories as per Annexure - I shall be supplied by Railways. All other items required shall be supplied by the Contractor. 2. Welding shall be carried out only by trained welder having valid competency certificate. 3. Hydraulic Weld trimmer shall be used for chipping and profile Grinder for finishing. 4. Required nos. of Joggled fish plates shall be supplied by Railway at nearest P. Way Stores and the same shall be returned at nearest P. Way Store or at other location as per direction of Engineer- in-Charge after release from track.

For 52 Kg - 90 UTS or 52 Kg 72UTS Each Rail, Single shot crucible fitted with Automatic Tapping Thimble Technology, 3 pieces Mould (Zircon washed) and Compressed Air Petrol heating technique. Total 40650.20 Item- 11 Maintenance Activities S No. Item No Description of Item Unit Qty Rate Amount Through packing of track, as per procedure prescribed in latest edition of Indian Railways Permanent Way Manual

For PSC sleeper Track with Sleeper TRM Density of 1540 Sleepers/Km or more First or Second Through Packing of track of all sleeper density including giving a general lift, as desired to eliminate sag after Deep Screening work, lifting of track, lowering of track and major realignment of curves and formation rehabilitation as per procedure prescribed in latest edition of IRPWM. Note: General lift is normally 25 mm and isolated lift may be up to 50 mm.

For PSC Sleeper Track with Sleeper TRM Density of 1660 ER HQ-ENGINEERING/EASTERN RLY Third or subsequent Through Packing of track for all sleeper density including picking of slacks, as required after second through packing, subsequent to Deep Screening work as per procedure prescribed in latest edition of IRPWM. This item can also be used after lifting/regrading/realignment works also. Note: General lift is normally 25 mm and isolated lift may be up to 50 mm.

For PSC Sleeper Track with Sleeper TRM Density of 1660 Through packing of points and crossings, derailing switches including gauging, fittings recoupment, ballasting as required, elimination of sag and to the required alignment after Deep Screening as per procedure prescribed in latest edition of IRPWM complete as per direction of Engineer-in-charge. Note: This work shall be operated in exceptional cases with written approval at DEN level when UNIMAT is not available and immediate packing is required to pass train over it.

1 in 12 PSC layout De-stressing of LWR/CWR track of any density under traffic line block with contractor's labours, tools, equipments and consumables inclusive of all lead & lift. Activities include cutting of LWR/CWR into convenient panels of specified length, removal of ERCs, liners, greasing of ERCs and liner contact area, lifting rails and keeping them on rollers provided at every 15 sleepers, working out elongation of rail ends depending on prevailing site conditions, pulling rails with the help of Hydraulic Tensor to achieve the desired elongation, cutting rails, as required, removing rollers and placing rail in position, re-fixing ERCs & liners and adjustment of gap at SEJs : Note: (1) Welding of rail joints will be paid separately. (2) Rail cutting and Hole drilling shall be paid separately. (3) Opening and closing of LC if required will be paid separately. (4) As per procedure prescribed in latest edition of IRPWM & CE's Circulars for destressing of LWR/CWR, if any.

With Contractor's tensor

Without Rail tensor Fixing Joggled Fish Plates with bolt / clamp (supplied by Railway from nearest SSE Store) in running track conditions at welds on rail, as directed by engineer in-charge (drilling of holes in rail, if required, shall be paid separately).

With Clamps ER HQ-ENGINEERING/EASTERN RLY Maintenance of track on main line & loops, Points & crossings etc. including special attention to section for carrying out various maintenance works listed in Indian Railways P.Way Manual / Bridge Manual for safe running of goods and passenger trains with contractor's tools / labours etc. complete, as directed by Engineer in-charge. Note: Contractor shall arrange one gang at any point of time comprising of minimum specified labours with sufficient experience in P.Way working.

One mobile Gang comprising of 15 Gang physically fit labours plus 1 Mate. Day N o t e : (1) In case, contractor provides less no. of Labour/Mate or for non availability of vehicle, payment will be deducted for each such person or non-availability of vehicle @ 20% of the accepted item rate, separately for each shortfall. (2) The Contractor shall keep one pick up Truck of minimum 1.5T payload capacity with Driver all the time and all expenditures for running at an average of 80 kms per day shall be born by the Contractor. Fixing of Wooden Distance Block of size 1.0m x 0.3m x 0.15m between track and platform wall.

With Contractor's hard wood block.

Removing weeds & bushes in ballast TRM section and cess up to 3.95m from centre line of track in mid section & station yard, as specified by Engineer in-charge including disposal of branches, bushes outside cess/yard.

Trimming of tree branches coming Each within 6m of centre line of track & those obstructing views of Curves/LCs / Signal / Indicator at locations in section & station yard, as specified by Engineer in-charge including disposal of branches, bushes outside cess/yard. Note: Girth of more than 20 cm will only be considered as tree branch. Marking, inscribing, painting, writing, bordering etc. on new / old iron surface at various locations of Points & Crossings with details of turn-in / turn-out reference station mark on rail web for one set, duly preparing surface with contractor's wire brush and applying two coats of yellow synthetic enamel paint of approved quality as background and stenciling the details to suitable size, as described for every curve reference station mark / switch / crossing details with black enamel paint of approved quality complete, as directed : Note: Stenciling of letters is only permitted. No hand written letters are accepted.

1 in 12 Turnout ER HQ-ENGINEERING/EASTERN RLY Total 1664486.10 Item- 12 Small Track Machines S No. Item No Description of Item Unit Qty Rate Amount Quick cutting with abrasive rail cutter of all types of rail sections including wear resistant, head hardened rails up to 110 UTS, with contractors tools & plants, equipment, consumable with all lead & lift etc. complete as directed by Engineer in-charge. Abrasive Rail Cutter will be as per RDSO Specification No. TM/SM/1 (Rev. 01 of 2012) with latest status of RDSO; Rail Cutting Wheel Abrasive Disc will be as per RDSO Specification No.TM/SM/2 (Rev. 01 of 2020)

52 Kg - 90 UTS - Outside Track

60 Kg - 110/90 UTS - On Running Each Line

52 Kg - 90 UTS- On Running Line Drilling holes of 16 mm to 32 mm dia. with Rail Drilling machine including chamfering with appropriate chamfering tools in all types of rail section with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Rail Drilling Machine will be as per RDSO Specification No. TM/SM/3, dated 24.04.1991.

On Running Line

Sleeper Squaring of sleeper by Hydraulic Sleeper Spacer with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Hydraulic Sleeper Spacer shall be as per RDSO's Specification No. TM/SM/17, dated 31.03.1992. Total 59440.10 Item- 13 Level Crossings S No. Item No Description of Item Unit Qty Rate Amount

Dismantling existing check rail of RM Level Crossing, blocks, bolts & nuts and stacking these in a countable manner near LC, free from any infringements as directed by Engineer in-charge.

Dismantling exiting Rail Height Each Gauge carefully and stacking the released material in countable m a n n e r , free from any infringements as directed by Engineer in-Charge including removal of cement concrete foundation and making surface clean. ER HQ-ENGINEERING/EASTERN RLY

Dismantling existing lifting barrier Set along with winch assembly and other components like boom, fringes, locking arrangements, pedestal, boom rest, locking rods/wires, pulley stakes, turn out wheels, 'A' base and other materials connected with functioning of lifting barrier, removing engineering indicators on track and level crossing road signages without any damage including demolishing concrete base of existing structures, filling, ramming and levelling the ground disturbed during demolition, clearing debris and stacking all released material in a neat and countable manner and clear of infringements, as directed. Note: Barriers on both sides of level crossing constitute one set.

Dismantling existing whistle boards Each along with post including demolishing base concrete and levelling of ground, stacking released materials at the level crossing concerned including clearing of debris, with contractor's labour, tools, vehicles, consumables, all lead and lift etc., complete without damage as directed by the Engineer-in-charge.

Fabrication, supplying and fixing Each Stop Boards of 600mm dia. to lifting barriers as per approved drawing, made of 3mm thick plate, using MS clamps, providing 6 nos. of 50mm dia. red retro-reflector on stop board, painting iron works with two coats of synthetic enamel paint over one coat of primer of approved quality & colour and writing STOP mark over the board. Fixing of wooden blocks of approximate size of 150mm x 300mm x 1200mm on end of check rails including sizing at level crossings with contractor's labour, tools & plants and as directed.

With Contractor's hard wood block Total 150187.12 Item- 14 Supply of P.Way Items S No. Item No Description of Item Unit Qty Rate Amount ER HQ-ENGINEERING/EASTERN RLY Manufacturing, fabricating and supplying retro-reflective Level Crossing Indicator boards, made of 2mm thick aluminium sheet or 3mm thick aluminium composite sheet, face to be fully covered with high intensity encapsulated type heat activated retro-reflective sheeting conforming to type-IV of ASTM- D4956-01 in yellow & black or other colour combination including subject matter, message, symbols, borders etc. as approved by Engineer In- charge or as per IRPWM guidelines, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class-2 of ASTM-D- 4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back-support frame of M.S. angle iron of size 25mm x 25mm x 3mm provided all along the edges of board with theft resistant measures, back side of board shall be with non-peelable weather-proof paint, consisting of one coat of zinc chromate primer and two coats of epoxy paint. Vertical post shall have black & white anti-corrosive paint or powder coating complete, as directed.

Bilingual Whistle Boards for level Set crossing of size 600mm x 600mm of each board with back support frame welded to vertical post of MS T section of size 75mm x 75mm x 6mm x 3950mm

Un-manned Level Crossing Danger Set Stop Board of size 675mmx525mm with back support frame welded to vertical post of MS angle of size 50mmx50mmx6mmx3650mm ER HQ-ENGINEERING/EASTERN RLY Manufacturing, fabricating and supplying retro-reflective Engineering Indicator boards, made of 2mm thick aluminium sheet or 3mm thick aluminium composite sheet, face to be fully covered with high intensity encapsulated type heat activated retro-reflective sheeting conforming to type-IV of ASTM-D4956-01 in yellow & black or other colour combination including subject matter, message, symbols, borders etc. as approved by Engineer In-charge or as per IRPWM guidelines, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class-2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back- support frame of M.S. angle iron of size 25mm x25mm x 3mmprovided all along the edges of board with theft resistant measures back side of board shall be with non-peelable weatherproof paint, consisting of one coat of zinc chromate primer and two coats of epoxy paint. Vertical post shall have black & white anti-corrosive paint or powder coating complete, as directed.

Caution Indicator Board of size Each 1400mmx400mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long

Speed Indicator Board of equilateral Each triangular shape having each side of 1000mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long

Termination Indicator Board of Each Circular shape having diameter of 1000mm with back support frame welded to vertical post of MS angle of size 50mmx50mmx6mm of 3950 mm long

Manufacturing, supplying and fixing Each Curve Indicator / Point Indicator / SEJ Boards to be provided at various locations on formation, made out of MS sheet 2mm thick of size 450mm x 300mm duly fixed with MS frame of 25mm x 25mm x 3mm angle welded to 50mm x 50mm x 3mm MS angle, 1000mm long post split and bent 100mm at bottom end with all lead & lift as per specification and including painting of details with enamel paint, as directed by Engineer in-charge (Earthwork & concreting will be paid separately) Total 319904.76

Item Breakup - H3-[Level Crossing Gate No. 129/E in the section KNJ-LGL]

"Payment stage: A) 40% of the MT quantity of this item shall be released when the raw materials is physically brought at the site/fabrication yard. a) The material shall be strictly in accordance with the contract specification. b) The material shall be delivered at site and properly stored under covered shed in measurable stacks. c) The quantity of material shall be brought to site only in such instalment that would facilitate smooth progress of work and consumed in reasonable time. d) Contractor should submit indemnity bond in prescribed format for payment of 40% amount as mentioned above under (a). e) The materials should be insured at contractor's cost in favour of Railways against theft, damage, fire etc. f) Manufactures test certificate is to be submitted against all raw materials. B) Further 50% of the quantity shall be released after completion of fabrication and fabricated material is physically brought to bridge site or as per required site (as per engineer incharge) for launcing plan. C) Balance 10% will be released after completion erection/launching of girder including painting and finishing in all respect. Note: a) The subject work is for fabrication of 25 T -2008 loading standard for Riveted/Welded plate girder as per RDSO/CE's relevant Drawing with latest amendments will be followed for fabrication of girder steel conforming to IS: 2062-2006, Gr.B and should be fully killed and fully normalised. All the steel materials required for girder shall be procured from integrated steel manufacturers approved by RDSO. b) The ER HQ-ENGINEERING/EASTERN RLY Contractor will observe safely as per IS-1179, IS-3016. c)The rate shall include all cost of inspection and testing required by the inspection Authority as per guideline given below: i) Inspection prior to welding includes parent metal, edge preparation, operators' qualifications, WPSS, Micro etching test etc. ii) Inspection during welding includes filler materials dimensional checks, non-destructive test such as Radio graphic tests (if required) dye penetration test and any other suitable non-destructive test as per IS code and IRS welded bridge code. d) The fabrication is to be done in work shop only with approved WPSS. The work shop shall be equipped with all required tools, plants, machineries etc. The Engineer-in charge before commencement of the fabrication work shall approve fabrication site. e) Regarding inspection & passing of the girder by nominated inspecting agency, decision of the inspecting agency will be final & binding on the contractor. f) A deduction @ 2% (Two percent) of the rate shall be made for using steel conforming to IS 2062 Gr. A instead of steel conforming to IS 2062 -2011 Gr. E- 250 BO. This is in compliance of CBE/E.Rly/HQ/KKK's letter no. W(8).196/10/Vol-III dated 20.03.13 " Total 7651002.15