At TSK Division- Provision of FOB 12.0 M WIDE AT NTSK, TSK, DBRG, AGI, JTTN, MRG, DJG, MXN Station in connection with Amrit Bharat Stations Scheme.

A1-Execution of CPWD DSR 2023 Items of works as per Annexure-I

A2-Execution of NS Items of works as per Annexure-II [DBRG]

B1-Execution of CPWD DSR 2023 Items of works as per Annexure-III

B2-Execution of NS Items of works as per Annexure-IV [AGI]

C1-Execution of CPWD DSR 2023 Items of works as per Annexure-V

C2-Execution of NS Items of works as per Annexure-VI [DJG]

D1-Execution of CPWD DSR 2023 Items of works as per Annexure-VII

D2-Execution of NS Items of works as per Annexure-VIII [JTTN]

E1-Execution of CPWD DSR 2023 Items of works as per Annexure-IX

E2-Execution of NS Items of works as per Annexure-X [MRG]

F1-Execution of CPWD DSR 2023 Items of works as per Annexure-XI

F2-Execution of NS Items of works as per Annexure-XII [MXN]

G1-Execution of CPWD DSR 2023 Items of works as per Annexure-XIII

G2-Execution of NS Items of works as per Annexure-XIV [NTSK]

H1-Execution of CPWD DSR 2023 Items of works as per Annexure-XV

H2-Execution of NS Items of works as per Annexure-XVI [TSK]

Item Breakup - A1-Execution of CPWD DSR 2023 Items of works as per Annexure-I [DBRG]

Item Breakup - A2-Execution of NS Items of works as per Annexure-II [DBRG]

Supplying, erecting of all types of steel girders of specified spans with structural steel conforming to Quality "C" Grade Designation E350 conforming to IS:2062 & slewing/end launching the same in position with crane of suitable capacity including standby crane during erection of girders or any other approved launching methods as per site conditions under required traffic block and OHE block etc. at stations including all associated arrangements/ activities require to use cranes for erection in the station area including crossing of tracks,all safety measures etc. as directedby the Engineer in charge as a complete job as per approved QAP,drawing and erection/launching scheme conforming to IRS-B1-2001 and other relevant codes and specifications. The rate inclusive supply of all type detailed fabrication and erection drawings ,QAP & launching methodology & all type of Taxes arises complete in all respect.

Supplying and fixing HSFG bolts of any dia Kg and any length with suitable nuts including DTI washers conforming to IRS-B1-2001 for bridges and steel structures with contractors labor, tools and plants and lead and lift etc. Complete in all respect. The rate including all types of taxes arise

Metallizing of steel work of new girders with Sqm sprayed aluminum after surface preparation by Sand/grit blasting, followed by one coat of etch primer (IS:5666) thickness of 150 microns & one coat of Zinc Chrome primer (IS:104) of thickness 25-30 microns and two coats of aluminum paint (IS:2339) of nominal thickness of 12-14 microns with contractor?s own materials, labour, Tools & Plants complete in all respect duly conforming to all relevant specifications and process given under Clause 39 of IRS-B1-2001.The rate inclusive all types of Taxes arises. NFR HQ-ENGG/N F RLY

Exploratory drilling o f boreholes d o w n to Metre required d e p t h , drilling of 150mm dia. boreholes i n a l l type o f soils except hard rock & large boulders (boulder core more than 30cm) including refilling, reinstating surface and disposing off surplus material including use of mechanical rigs with power operated winches as well as percussion/chiseling tool for advancing through occasional seams of hard strata to be employed, where necessary in Dry area.021010 10m to 20m Ussor 21-021012

Conducting in-situ full size Plate Load Test Each (PLT) at selected location as p e r IS:1888 Job including making loading arrangements & casting of RCC/cast in-situ concrete footing a s p e r c o d a l p r o v i s i o n s including excavation and refilling of trial pit.021060 Plate size 45cm x 45cm USSOR21-021062

P r o v i d i n g and (average) Dry Stone flooring with boulders of not less than 35kg each i n weight, hand packed with surface levelled o ff t o the correct section w ith hammer dressing as necessary on the ground including filling the gaps with quarry spalls and ordinary sand complete including cost of supply of all materials, labour, lead, lift, tools, plants, crossing of tracks and the like as per drawing and technical specification as directed by Engineer in charge.

Provision o f barricading w i t h contractor's RM bamboos / ballies vertical post of 100mm dia. planted at every 2m interval, projecting at least 1.5m above ground level a n d driven firmly (minimum 0.5m) inside ground a n d including painting verticals & horizontals with red luminous paints / strips at alternative bay on barricade. Barricades shall be maintained through out the execution of the work and shall be removed in workman like manner on completion of the work only after instruction of Engineer in-Charge. Note: (1) 60% payment shall be made on provision of barricading at work- site and balance 40% payment after removal of barricades. (2) The released bamboos / ballies shall be the p r o p e r t y o f the Contractor. W i t h 3 horizontal b a m b o o / b a l l i m e m b e r s of minimum 50mm dia. spaced equally

Supply, filling a n d stacking o f sand bags Each l a y e r b y l a y e r fi l l e d with Railway Job Sand/railway quarry d u s t i n Contractor's empty polythene cement bags of 50 kg bags with all contractors labour, tools, plants, lead, lift etc., including stitching the same with machine using polythene thread complete as directed by Engineer-in charge at site. Piles with lateral load capacity of up to 50 ton NFR HQ-ENGG/N F RLY

Third party inspection of fabrication & MT erection work to construct 12.0 m wide FOBs as per RDSO standard drawings as per the work order, latest drawings, relevant codes/standards approval QAP/WPSS (Rate as per quotation). Note: The fabrication and erection inspection of FOB can be done by M/s. Rites, WRI, KRCL, CELL etc. It is further directed that the that the firms should have qualified /certificate professionals conducting inspection of fabrication of FOB. The firm should also have valid ISO certification in the area of quality control of steel girder fabrication. The fabrication of the FOB should be done after the proper approval of QAP & WPSS from the inspecting agency and concerned JAG level officer

Supply of Metal Deck Sheet Profile 0.80mm Sqm thick steel having maximum pitch of 240mm c/c & minimum 51mm crest depth, supply width of 760mm (covered width of 720mm) in length as per site requirement. The fed material is to be manufactured out MS steel as per IS 513, with yeild strength of 240mpa, zinc coating of 80 GSM as per IS 277 Total 41611612.36

Item Breakup - B1-Execution of CPWD DSR 2023 Items of works as per Annexure-III [AGI]

Item Breakup - B2-Execution of NS Items of works as per Annexure-IV [AGI]

Supplying, erecting of all types of steel girders of specified spans with structural steel conforming to Quality "C" Grade Designation E350 conforming to IS:2062 & slewing/end launching the same in position with crane of suitable capacity including standby crane during erection of girders or any other approved launching methods as per site conditions under required traffic block and OHE block etc. at stations including all associated arrangements/ activities require to use cranes for erection in the station area including crossing of tracks,all safety measures etc. as directedby the Engineer in charge as a complete job as per approved QAP,drawing and erection/launching scheme conforming to IRS-B1-2001 and other relevant codes and specifications. The rate inclusive supply of all type detailed fabrication and erection drawings ,QAP & launching methodology & all type of Taxes arises complete in all respect.

Supplying and fixing HSFG bolts of any dia Kg and any length with suitable nuts including DTI washers conforming to IRS-B1-2001 for bridges and steel structures with contractors labour, tools and plants and lead and lift etc.complete in all respect.The rate including all types of taxes arise.

Metallizing of steel work of new girders with Sqm sprayed aluminum after surface preparation by Sand/grit blasting, followed by one coat of etch primer (IS:5666) thickness of 150 microns & one coat of Zinc Chrome primer (IS:104) of thickness 25-30 microns and two coats of aluminum paint (IS:2339) of nominal thickness of 12-14 microns with contractor?s own materials, labour, Tools & Plants complete in all respect duly conforming to all relevant specifications and process given under Clause 39 of IRS-B1-2001.The rate inclusive all types of Taxes arises.

P r o v i d i n g and (average) Dry Stone flooring with boulders of not less than 35kg each i n weight, hand packed with surface levelled o ff t o the correct section w ith hammer dressing as necessary on the ground including filling the gaps with quarry spalls and ordinary sand complete including cost of supply of all materials, labour, lead, lift, tools, plants, crossing of tracks and the like as per drawing and technical specification as directed by Engineer in charge. NFR HQ-ENGG/N F RLY

Provision o f barricading w i t h contractor's RM bamboos / ballies vertical post of 100mm dia. planted at every 2m interval, projecting at least 1.5m above ground level a n d driven firmly (minimum 0.5m) inside ground a n d including painting verticals & horizontals with red luminous paints / strips at alternative bay on barricade. Barricades shall be maintained through out the execution of the work and shall be removed in workman like manner on completion of the work only after instruction of Engineer in-Charge. Note: (1) 60% payment shall be made on provision of barricading at work- site and balance 40% payment after removal of barricades. (2) The released bamboos / ballies shall be the p r o p e r t y o f the Contractor. W i t h 3 horizontal b a m b o o / b a l l i m e m b e r s of minimum 50mm dia. spaced equally.

Supply, filling a n d stacking o f sand bags Each l a y e r b y l a y e r fi l l e d with Railway Sand/railway quarry d u s t i n Contractor's empty polythene cement bags of 50 kg bags with all contractors labour, tools, plants, lead, lift etc., including stitching the same with machine using polythene thread complete as directed by Engineer-in charge at site. Piles with lateral load capacity of up to 50 ton

Third party inspection of fabrication & MT erection work to construct 12.0 m wide FOBs as per RDSO standard drawings as per the work order, latest drawings, relevant codes/standards approval QAP/WPSS (Rate as per quotation). Note: The fabrication and erection inspection of FOB can be done by M/s. Rites, WRI, KRCL, CELL etc. It is further directed that the that the firms should have qualified /certificate professionals conducting inspection of fabrication of FOB. The firm should also have valid ISO certification in the area of quality control of steel girder fabrication. The fabrication of the FOB should be done after the proper approval of QAP & WPSS from the inspecting agency and concerned JAG level officer

Supply of Metal Deck Sheet Profile 0.80mm Sqm thick steel having maximum pitch of 240mm c/c & minimum 51mm crest depth, supply width of 760mm (covered width of 720mm) in length as per site requirement. The fed material is to be manufactured out MS steel as per IS 513, with yeild strength of 240mpa, zinc coating of 80 GSM as per IS 277 Total 18861818.07

Item Breakup - C1-Execution of CPWD DSR 2023 Items of works as per Annexure-V [DJG]

Item Breakup - C2-Execution of NS Items of works as per Annexure-VI [DJG]

Supplying, erecting of all types of steel girders of specified spans with structural steel conforming to Quality "C" Grade Designation E350 conforming to IS:2062 & slewing/end launching the same in position with crane of suitable capacity including standby crane during erection of girders or any other approved launching methods as per site conditions under required traffic block and OHE block etc. at stations including all associated arrangements/ activities require to use cranes for erection in the station area including crossing of tracks,all safety measures etc. as directedby the Engineer in charge as a complete job as per approved QAP,drawing and erection/launching scheme conforming to IRS-B1-2001 and other relevant codes and specifications. The rate inclusive supply of all type detailed fabrication and erection drawings ,QAP & launching methodology & all type of Taxes arises complete in all respect. NFR HQ-ENGG/N F RLY

Supplying and fixing HSFG bolts of any dia Kg and any length with suitable nuts including DTI washers conforming to IRS-B1-2001 for bridges and steel structures with contractors labour, tools and plants and lead and lift etc.complete in all respect.The rate including all types of taxes arise.

Metallizing of steel work of new girders with Sqm sprayed aluminum after surface preparation by Sand/grit blasting, followed by one coat of etch primer (IS:5666) thickness of 150 microns & one coat of Zinc Chrome primer (IS:104) of thickness 25-30 microns and two coats of aluminum paint (IS:2339) of nominal thickness of 12-14 microns with contractor?s own materials, labour, Tools & Plants complete in all respect duly conforming to all relevant specifications and process given under Clause 39 of IRS-B1-2001.The rate inclusive all types of Taxes arises.

P r o v i d i n g and (average) Dry Stone flooring with boulders of not less than 35kg each i n weight, hand packed with surface levelled o ff t o the correct section w ith hammer dressing as necessary on the ground including filling the gaps with quarry spalls and ordinary sand complete including cost of supply of all materials, labour, lead, lift, tools, plants, crossing of tracks and the like as per drawing and technical specification as directed by Engineer in charge.

Provision o f barricading w i t h contractor's RM bamboos / ballies vertical post of 100mm dia. planted at every 2m interval, projecting at least 1.5m above ground level a n d driven firmly (minimum 0.5m) inside ground a n d including painting verticals & horizontals with red luminous paints / strips at alternative bay on barricade. Barricades shall be maintained through out the execution of the work and shall be removed in workman like manner on completion of the work only after instruction of Engineer in-Charge. Note: (1) 60% payment shall be made on provision of barricading at work- site and balance 40% payment after removal of barricades. (2) The released bamboos / ballies shall be the p r o p e r t y o f the Contractor. W i t h 3 horizontal b a m b o o / b a l l i m e m b e r s of minimum 50mm dia. spaced equally

Supply, filling a n d stacking o f sand bags Each l a y e r b y l a y e r fi l l e d with Railway Sand/railway quarry d u s t i n Contractor's empty polythene cement bags of 50 kg bags with all contractors labour, tools, plants, lead, lift etc., including stitching the same with machine using polythene thread complete as directed by Engineer-in charge at site. Piles with lateral load capacity of up to 50 ton NFR HQ-ENGG/N F RLY

Supply of Metal Deck Sheet Profile 0.80mm Sqm thick steel having maximum pitch of 240mm c/c & minimum 51mm crest depth, supply width of 760mm (covered width of 720mm) in length as per site requirement. The fed material is to be manufactured out MS steel as per IS 513, with yeild strength of 240mpa, zinc coating of 80 GSM as per IS 277 Total 18602955.57

Item Breakup - D1-Execution of CPWD DSR 2023 Items of works as per Annexure-VII [JTTN]

Item Breakup - D2-Execution of NS Items of works as per Annexure-VIII [JTTN]

Supplying, erecting of all types of steel girders of specified spans with structural steel conforming to Quality "C" Grade Designation E350 conforming to IS:2062 & slewing/end launching the same in position with crane of suitable capacity including standby crane during erection of girders or any other approved launching methods as per site conditions under required traffic block and OHE block etc. at stations including all associated arrangements/ activities require to use cranes for erection in the station area including crossing of tracks ,all safety measures etc. as directed by the Engineer in charge as a complete job as per approved QAP, drawing and erection/launching scheme conforming to IRS-B1-2001 and other relevant codes and specifications. The rate inclusive supply of all type detailed fabrication and erection drawings ,QAP & launching methodology & all type of Taxes arises complete in all respect. NFR HQ-ENGG/N F RLY

"Supplying and fixing HSFG bolts of any dia Kg and any length with suitable nuts including DTI washers conforming to IRS-B1-2001 for bridges and steel structures with contractors labour, tools and plants and lead and lift etc. complete in all respect. The rate including all types of taxes arise. "

Metallizing of steel work of new girders with Sqm sprayed aluminum after surface preparation by Sand/grit blasting, followed by one coat of etch primer (IS:5666) thickness of 150 microns & one coat of Zinc Chrome primer (IS:104) of thickness 25-30 microns and two coats of aluminum paint (IS:2339) of nominal thickness of 12-14 microns with contractor?s own materials, labour, Tools & Plants complete in all respect duly conforming to all relevant specifications and process given under Clause 39 of IRS-B1-2001.The rate inclusive all types of Taxes arises.

Third party inspection of fabrication & MT erection work to construct 12.0 m wide FOBs as per RDSO standard drawings as per the work order, latest drawings, relevant codes/standards approval QAP/WPSS (Rate as per quotation). Note: The fabrication and erection inspection of FOB can be done by M/s. Rites, WRI, KRCL, CELL etc. It is further directed that the that the firms should have qualified /certificate professionals conducting inspection of fabrication of FOB. The firm should also have valid ISO certification in the area of quality control of steel girder fabrication. The fabrication of the FOB should be done after the proper approval of QAP & WPSS from the inspecting agency and concerned JAG level officer.

"Exploratory drilling o f boreholes dow n to Metre required d e p t h , drilling of 150mm dia. boreholes i n a l l type o f soils except hard rock & large boulders (boulder core more than 30cm) including refilling, reinstating surface and disposing off surplus material including use of mechanical rigs with power operated winches as well as percussion/chiselling tool for advancing through occasional seams of hard strata to be employed, where necessary in Dry area.021010 10m to 20m Ussor 21-021012 "

" P r o v i d i n g and laying 3 0 0 m m thick cum (average) Dry Stone flooring with boulders of not less than 35kg each i n weight, hand packed with surface levelled o ff t o the correct section w ith hammer dressing as necessary on the ground including filling the gaps with quarry spalls and ordinary sand complete including cost of supply of all materials, labour, lead, lift, tools, plants, crossing of tracks and the like as per drawing and technical specification as directed by Engineer in charge. ussor21- 052020 " NFR HQ-ENGG/N F RLY

Provision o f barricading w i t h contractor's RM bamboos / ballies vertical post of 100mm dia. planted at every 2m interval, projecting at least 1.5m above ground level a n d driven firmly (minimum 0.5m) inside ground a n d including painting verticals & horizontals with red luminous paints / strips at alternative bay on barricade. Barricades shall be maintained through out the execution of the work and shall be removed in workman like manner on completion of the work only after instruction of Engineer in-Charge. Note: (1) 60% payment shall be made on provision of barricading at work- site and balance 40% payment after removal of barricades. (2) The released bamboos / ballies shall be the p r o p e r t y o f the Contractor. W i t h 3 horizontal b a m b o o / b a l l i m e m b e r s of minimum 50mm dia. spaced equally

Supply, filling a n d stacking o f sand bags Each l a y e r b y l a y e r fi l l e d with Railway Sand/railway quarry d u s t i n Contractor's empty polythene cement bags of 50 kg bags with all contractors labour, tools, plants, lead, lift etc., including stitching the same with machine using polythene thread complete as directed by Engineer-in charge at site. Piles with lateral load capacity of up to 50 ton

Supply of Metal Deck Sheet Profile 0.80mm Sqm thick steel having maximum pitch of 240mm c/c & minimum 51mm crest depth, supply width of 760mm (covered width of 720mm) in length as per site requirement. The fed material is to be manufactured out MS steel as per IS 513, with yeild strength of 240mpa, zinc coating of 80 GSM as per IS 277 Total 16315248.17

Item Breakup - E1-Execution of CPWD DSR 2023 Items of works as per Annexure-IX [MRG]

Item Breakup - E2-Execution of NS Items of works as per Annexure-X [MRG]

"Supplying, fabrication, assembling & MT erecting of all types of steel girders of specified spans with structural steel conforming to Quality ""C"" Grade Designation E350 conforming to IS:2062 & slewing/end launching the same in position with crane of suitable capacity including standby crane during erection of girders or any other approved launching methods as per site conditions under required traffic block and OHE block etc. at stations including all associated arrangements/ activities require to use cranes for erection in the station area including crossing of tracks,all safety measures etc. as directedby the Engineer in charge as a complete job as per approved QAP,drawing and erection/launching scheme conforming to IRS-B1-2001 and other relevant codes and specifications. The rate inclusive supply of all type detailed fabrication and erection drawings ,QAP & launching methodology & all type of Taxes arises complete in all respect."

"Supplying and fixing HSFG bolts of any dia Kg and any length with suitable nuts including DTI washers conforming to IRS-B1-2001 for bridges and steel structures with contractors labour, tools and plants and lead and lift etc.complete in all respect.The rate including all types of taxes arise."

"Metallizing of steel work of new girders Sqm with sprayed aluminum after surface preparation by Sand/grit blasting, followed by one coat of etch primer (IS:5666) thickness of 150 microns & one coat of Zinc Chrome primer (IS:104) of thickness 25-30 microns and two coats of aluminum paint (IS:2339) of nominal thickness of 12-14 microns with contractor?s own materials, labour, Tools & Plants complete in all respect duly conforming to all relevant specifications and process given under Clause 39 of IRS-B1-2001.The rate inclusive all types of Taxes arises."

" P r o v i d i n g and laying 3 0 0 m m thick cum (average) Dry Stone flooring with boulders of not less than 35kg each i n weight, hand packed with surface levelled o ff t o the correct section w ith hammer dressing as necessary on the ground including filling the gaps with quarry spalls and ordinary sand complete including cost of supply of all materials, labour, lead, lift, tools, plants, crossing of tracks and the like as per drawing and technical specification as directed by Engineer in charge. " NFR HQ-ENGG/N F RLY

"Provision o f barricading w ith contractor's RM bamboos / ballies vertical post of 100mm dia. planted at every 2m interval, projecting at least 1.5m above ground level a n d driven firmly (minimum 0.5m) inside ground a n d including painting verticals & horizontals with red luminous paints / strips at alternative bay on barricade. Barricades shall be maintained through out the execution of the work and shall be removed in workman like manner on completion of the work only after instruction of Engineer in-Charge. Note: (1) 60% payment shall be made on provision of barricading at work- site and balance 40% payment after removal of barricades. (2) The released bamboos / ballies shall be the p r o p e r t y o f the Contractor. W i t h 3 horizontal b a m b o o / b a l l i m e m b e r s of m i n i m u m 5 0 m m dia. spaced equallyussor21-013051 "

Supply, filling a n d stacking o f sand bags Each l a y e r b y l a y e r fi l l e d with Railway Sand/railway quarry d u s t i n Contractor's empty polythene cement bags of 50 kg bags with all contractors labour, tools, plants, lead, lift etc., including stitching the same with machine using polythene thread complete as directed by Engineer-in charge at site. Piles with lateral load capacity of up to 50 ton

"Third party inspection of fabrication & MT erection work to construct 12.0 m wide FOBs as per RDSO standard drawings as per the work order, latest drawings, relevant codes/standards approval QAP/WPSS (Rate as per quotation). Note: The fabrication and erection inspection of FOB can be done by M/s. Rites, WRI, KRCL, CELL etc. It is further directed that the that the firms should have qualified /certificate professionals conducting inspection of fabrication of FOB. The firm should also have valid ISO certification in the area of quality control of steel girder fabrication. The fabrication of the FOB should be done after the proper approval of QAP & WPSS from the inspecting agency and concerned JAG level officer"

Supply of Metal Deck Sheet Profile 0.80mm Sqm thick steel having maximum pitch of 240mm c/c & minimum 51mm crest depth, supply width of 760mm (covered width of 720mm) in length as per site requirement. The fed material is to be manufactured out MS steel as per IS 513, with yeild strength of 240mpa, zinc coating of 80 GSM as per IS 277 Total 18861983.82

Item Breakup - F1-Execution of CPWD DSR 2023 Items of works as per Annexure-XI [MXN]

Item Breakup - F2-Execution of NS Items of works as per Annexure-XII [MXN]

"Supplying, fabrication, assembling & MT erecting of all types of steel girders of specified spans with structural steel conforming to Quality ""C"" Grade Designation E350 conforming to IS:2062 & slewing/end launching the same in position with crane of suitable capacity including standby crane during erection of girders or any other approved launching methods as per site conditions under required traffic block and OHE block etc. at stations including all associated arrangements/ activities require to use cranes for erection in the station area including crossing of tracks ,all safety measures etc. as directed by the Engineer in charge as a complete job as per approved QAP, drawing and erection/launching scheme conforming to IRS-B1-2001 and other relevant codes and specifications. The rate inclusive supply of all type detailed fabrication and erection drawings ,QAP & launching methodology & all type of Taxes arises complete in all respect. "

"Supplying and fixing HSFG bolts of any dia Kg and any length with suitable nuts including DTI washers conforming to IRS-B1-2001 for bridges and steel structures with contractors labour, tools and plants and lead and lift etc. complete in all respect. The rate including all types of taxes arise. "

"Metallizing of steel work of new girders Sqm with sprayed aluminum after surface preparation by Sand/grit blasting, followed by one coat of etch primer (IS:5666) thickness of 150 microns & one coat of Zinc Chrome primer (IS:104) of thickness 25-30 microns and two coats of aluminum paint (IS:2339) of nominal thickness of 12-14 microns with contractor?s own materials, labour, Tools & Plants complete in all respect duly conforming to all relevant specifications and process given under Clause 39 of IRS-B1-2001.The rate inclusive all types of Taxes arises."

Third party inspection of fabrication & MT erection work to construct 12.0 m wide FOBs as per RDSO standard drawings as per the work order, latest drawings, relevant codes/standards approval QAP/WPSS (Rate as per quotation). Note: The fabrication and erection inspection of FOB can be done by M/s. Rites, WRI, KRCL, CELL etc. It is further directed that the that the firms should have qualified /certificate professionals conducting inspection of fabrication of FOB. The firm should also have valid ISO certification in the area of quality control of steel girder fabrication. The fabrication of the FOB should be done after the proper approval of QAP & WPSS from the inspecting agency and concerned JAG level officer. NFR HQ-ENGG/N F RLY

"Exploratory drilling o f boreholes dow n to Metre required d e p t h , drilling of 150mm dia. boreholes i n a l l type o f soils except hard rock & large boulders (boulder core more than 30cm) including refilling, reinstating surface and disposing off surplus material including use of mechanical rigs with power operated winches as well as percussion/chiselling tool for advancing through occasional seams of hard strata to be employed, where necessary in Dry area.021010 10m to 20m

" P r o v i d i n g and laying 3 0 0 m m thick cum (average) Dry Stone flooring with boulders of not less than 35kg each i n weight, hand packed with surface levelled o ff t o the correct section w ith hammer dressing as necessary on the ground including filling the gaps with quarry spalls and ordinary sand complete including cost of supply of all materials, labour, lead, lift, tools, plants, crossing of tracks and the like as per drawing and technical specification as directed by Engineer in charge.

"Provision o f barricading w ith contractor's Running bamboos / ballies vertical post of 100mm Metre dia. planted at every 2m interval, projecting at least 1.5m above ground level a n d driven firmly (minimum 0.5m) inside ground a n d including painting verticals & horizontals with red luminous paints / strips at alternative bay on barricade. Barricades shall be maintained through out the execution of the work and shall be removed in workman like manner on completion of the work only after instruction of Engineer in-Charge. Note: (1) 60% payment shall be made on provision of barricading at work- site and balance 40% payment after removal of barricades. (2) The released bamboos / ballies shall be the p r o p e r t y o f the Contractor. W i t h 3 horizontal b a m b o o / b a l l i m e m b e r s of minimum 50mm dia. spaced equally

Supply of Metal Deck Sheet Profile 0.80mm Sqm thick steel having maximum pitch of 240mm c/c & minimum 51mm crest depth, supply width of 760mm (covered width of 720mm) in length as per site requirement. The fed material is to be manufactured out MS steel as per IS 513, with yeild strength of 240mpa, zinc coating of 80 GSM as per IS 277

"Supply, filling and stacking of sand bags Each layer by layer filled with Railway Sand/railway quarry dust in Contractor's empty polythene cement bags of 50 kg bags with all contractors' labour, tools, plants, lead, lift etc., including stitching the same with machine using polythene thread complete as directed by the Engineer-in- charge at the site. Piles with a lateral load capacity of up to 50 tons Total 16315248.17

Item Breakup - G1-Execution of CPWD DSR 2023 Items of works as per Annexure-XIII [NTSK]

Item Breakup - G2-Execution of NS Items of works as per Annexure-XIV [NTSK]

"Supplying, fabrication, assembling & MT erecting of all types of steel girders of specified spans with structural steel conforming to Quality ""C"" Grade Designation E350 conforming to IS:2062 & slewing/end launching the same in position with crane of suitable capacity including standby crane during erection of girders or any other approved launching methods as per site conditions under required traffic block and OHE block etc. at stations including all associated arrangements/ activities require to use cranes for erection in the station area including crossing of tracks,all safety measures etc. as directedby the Engineer in charge as a complete job as per approved QAP,drawing and erection/launching scheme conforming to IRS-B1-2001 and other relevant codes and specifications. The rate inclusive supply of all type detailed fabrication and erection drawings ,QAP & launching methodology & all type of Taxes arises in all respect"

"Supplying and fixing HSFG bolts of any dia Kg and any length with suitable nuts including DTI washers conforming to IRS-B1-2001 for bridges and steel structures with contractors labour, tools and plants and lead and lift etc.complete in all respect.The rate including all types"

"Exploratory drilling o f boreholes dow n to Metre required d e p t h , drilling of 150mm dia. boreholes i n a l l type o f soils except hard rock & large boulders (boulder core more than 30cm) including refilling, reinstating surface and disposing off surplus material including use of mechanical rigs with power operated winches as well as percussion/chiselling tool for advancing through occasional seams of hard strata to be employed, where necessary in Dry area.021010 10m to 20m

"\Conducting in-situ full size Plate Load Each Test (PLT) at selected location as per I S : 1 8 8 8 i n c l u d i n g m a k i n g loading arrangements & casting of RCC/cast in-situ concrete footing a s p e r c o d a l provisions including excavation and refilling of trial pit.021060 Plate size 45cm x 45cm

"Metallizing of steel work of new girders Sqm with sprayed aluminum after surface preparation by Sand/grit blasting, followed by one coat of etch primer (IS:5666) thickness of 150 microns & one coat of Zinc Chrome primer (IS:104) of thickness 25-30 microns and two coats of aluminum paint (IS:2339) of nominal thickness of 12-14 microns with contractor?s own materials, labour, Tools & Plants complete in all respect duly conforming to all relevant specifications and process given under Clause 39 of IRS-B1-2001.The rate inclusive all types of Taxes arises." NFR HQ-ENGG/N F RLY

" P r o v i d i n g and laying 3 0 0 m m thick cum (average) Dry Stone flooring with boulders of not less than 35kg each i n weight, hand packed with surface levelled o ff t o the correct section w ith hammer dressing as necessary on the ground including filling the gaps with quarry spalls and ordinary sand complete including cost of supply of all materials, labour, lead, lift, tools, plants, crossing of tracks and the like as per drawing and technical specification as directed by Engineer in charge.

"Provision o f barricading w ith contractor's RM bamboos / ballies vertical post of 100mm dia. planted at every 2m interval, projecting at least 1.5m above ground level a n d driven firmly (minimum 0.5m) inside ground a n d including painting verticals & horizontals with red luminous paints / strips at alternative bay on barricade. Barricades shall be maintained through out the execution of the work and shall be removed in workman like manner on completion of the work only after instruction of Engineer in-Charge. Note: (1) 60% payment shall be made on provision of barricading at work- site and balance 40% payment after removal of barricades. (2) The released bamboos / ballies shall be the p r o p e r t y o f the Contractor. W i t h 3 horizontal b a m b o o / b a l l i m e m b e r s of minimum 50mm dia. spaced equally

"Supply, filling a n d stacking o f sand bags Each l a y e r b y l a y e r fi l l e d with Railway Sand/railway quarry d u s t i n Contractor's empty polythene cement bags of 50 kg bags with all contractors labour, tools, plants, lead, lift etc., including stitching the same with machine using polythene thread complete as directed by Engineer-in charge at site. Piles with lateral load capacity of up to 50 ton ussor21-211230 "

"Third party inspection of fabrication & MT erection work to construct 12.0 m wide FOBs as per RDSO standard drawings as per the work order, latest drawings, relevant codes/standards approval QAP/WPSS (Rate as per quotation). Note: The fabrication and erection inspection of FOB can be done by M/s. Rites, WRI, KRCL, CELL etc. It is further directed that the that the firms should have qualified /certificate professionals conducting inspection of fabrication of FOB. The firm should also have valid ISO certification in the area of quality control of steel girder fabrication. The fabrication of the FOB should be done after the proper approval of QAP & WPSS from the inspecting agency and concerned JAG level officer"

Supply of Metal Deck Sheet Profile 0.80mm Sqm thick steel having maximum pitch of 240mm c/c & minimum 51mm crest depth, supply width of 760mm (covered width of 720mm) in length as per site requirement. The fed material is to be manufactured out MS steel as per IS 513, with yeild strength of 240mpa, zinc coating of 80 GSM as per IS 277 Total 29425628.53 NFR HQ-ENGG/N F RLY

Item Breakup - H1-Execution of CPWD DSR 2023 Items of works as per Annexure-XV [TSK]

Item Breakup - H2-Execution of NS Items of works as per Annexure-XVI [TSK]

"Supplying, fabrication, assembling & MT erecting of all types of steel girders of specified spans with structural steel conforming to Quality ""C"" Grade Designation E350 conforming to IS:2062 & slewing/end launching the same in position with crane of suitable capacity including standby crane during erection of girders or any other approved launching methods as per site conditions under required traffic block and OHE block etc. at stations including all associated arrangements/ activities require to use cranes for erection in the station area including crossing of tracks,all safety measures etc. as directedby the Engineer in charge as a complete job as per approved QAP,drawing and erection/launching scheme conforming to IRS-B1-2001 and other relevant codes and specifications. The rate inclusive supply of all type detailed fabrication and erection drawings ,QAP & launching methodology & all type of Taxes arises complete in all respect. " NFR HQ-ENGG/N F RLY

"Supplying and fixing HSFG bolts of any dia Kg and any length with suitable nuts including DTI washers conforming to IRS-B1-2001 for bridges and steel structures with contractors labour, tools and plants and lead and lift etc.complete in all respect.The rate including all types of taxes arise"

"Metallizing of steel work of new girders Sqm with sprayed aluminum after surface preparation by Sand/grit blasting, followed by one coat of etch primer (IS:5666) thickness of 150 microns & one coat of Zinc Chrome primer (IS:104) of thickness 25-30 microns and two coats of aluminum paint (IS:2339) of nominal thickness of 12-14 microns with contractor?s own materials, labour, Tools & Plants complete in all respect duly conforming to all relevant specifications and process given under Clause 39 of IRS-B1-2001.The rate inclusive all types of Taxes arises."

"Exploratory drilling o f boreholes dow n to Metre required d e p t h , drilling of 150mm dia. boreholes i n a l l type o f soils except hard rock & large boulders (boulder core more than 30cm) including refilling, reinstating surface and disposing off surplus material including use of mechanical rigs with power operated winches as well as percussion/chiselling tool for advancing through occasional seams of hard strata to be employed, where necessary in Dry area.021010 10m to 20m

"\Conducting in-situ full size Plate Load Each Test (PLT) at selected location as per I S : 1 8 8 8 i n c l u d i n g m a k i n g loading arrangements & casting of RCC/cast in-situ concrete footing a s p e r c o d a l provisions including excavation and refilling of trial pit.021060 Plate size 45cm x 45cm

" P r o v i d i n g and laying 3 0 0 m m thick cum (average) Dry Stone flooring with boulders of not less than 35kg each i n weight, hand packed with surface levelled o ff t o the correct section w ith hammer dressing as necessary on the ground including filling the gaps with quarry spalls and ordinary sand complete including cost of supply of all materials, labour, lead, lift, tools, plants, crossing of tracks and the like as per drawing and technical specification as directed by Engineer in charge.

"Third party inspection of fabrication & MT erection work to construct 12.0 m wide FOBs as per RDSO standard drawings as per the work order, latest drawings, relevant codes/standards approval QAP/WPSS (Rate as per quotation). Note: The fabrication and erection inspection of FOB can be done by M/s. Rites, WRI, KRCL, CELL etc. It is further directed that the that the firms should have qualified /certificate professionals conducting inspection of fabrication of FOB. The firm should also have valid ISO certification in the area of quality control of steel girder fabrication. The fabrication of the FOB should be done after the proper approval of QAP & WPSS from the inspecting agency and concerned JAG level officer" NFR HQ-ENGG/N F RLY

Supply of Metal Deck Sheet Profile 0.80mm Sqm thick steel having maximum pitch of 240mm c/c & minimum 51mm crest depth, supply width of 760mm (covered width of 720mm) in length as per site requirement. The fed material is to be manufactured out MS steel as per IS 513, with yeild strength of 240mpa, zinc coating of 80 GSM as per IS 277

Provision o f barricading w i t h contractor's RM bamboos / ballies vertical post of 100mm dia. planted at every 2m interval, projecting at least 1.5m above ground level a n d driven firmly (minimum 0.5m) inside ground a n d including painting verticals & horizontals with red luminous paints / strips at alternative bay on barricade. Barricades shall be maintained through out the execution of the work and shall be removed in workman like manner on completion of the work only after instruction of Engineer in-Charge. Note: (1) 60% payment shall be made on provision of barricading at work- site and balance 40% payment after removal of barricades. (2) The released bamboos / ballies shall be the p r o p e r t y o f the Contractor. W i t h 3 horizontal b a m b o o / b a l l i m e m b e r s of minimum 50mm dia. spaced equally

Supply, filling a n d stacking o f sand bags Each l a y e r b y l a y e r fi l l e d with Railway Sand/railway quarry d u s t i n Contractor's empty polythene cement bags of 50 kg bags with all contractors labour, tools, plants, lead, lift etc., including stitching the same with machine using polythene thread complete as directed by Engineer-in charge at site. Piles with lateral load capacity of up to 50 ton Total 41612269.36