Construction of boundary wall for CRO prevention under the jurisdiction of IMD New Keshavganj, DFC Ch 849.500 to 698.00 between New Jawali and New Palanpur of CGM Ajmer unit (Phase I)

dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. Please see Item Breakup for details. 379770.00 AT Par 379770.00 Description:- 2.9 Excavation work by mechanical means (Hydraulic excavator)/ manual means in

sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. Please see Item Breakup for details. 21570646.74 AT Par 21570646.74

cost of centering and shuttering - All work up to plinth level : Please see Item Breakup for details. 36709078.72 AT Par 36709078.72 Description:- 4.20.1 Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairingstrength; including pumping of concrete to site

as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level : WDFC FIELD UNIT-AJMER-CIVIL/WDFC Please see Item Breakup for details. 14597619.05 AT Par 14597619.05

courses etc. Please see Item Breakup for details. 60606525.00 AT Par 60606525.00

excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :

graded stone aggregate 20 mm nominal size derived from natural sources)

specified cement content therein. Please see Item Breakup for details. 18840008.05 AT Par 18840008.05

placing in position and binding all complete upto plinth level.

11 Description:- 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Please see Item Breakup for details. 8284800.00 AT Par 8284800.00

fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.

13 Description:- 13.63.1 Two or more coats on new work 12277860.

47 14 Description:- Applying BCI of 5.47% above as per Letter No. NWR-HQ0ENGG(WKS)/86/2022 dated 12.01.2026 S.No. Item Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Unit Above/ Schedule () B-NS Items 203775475.13 Below/P ar NS1 69465.00 Numbers 630.00 43762950.00 AT Par 43762950.00 Description:- NS1 "Fabrication, Manufacturing & Transportation of Precast Prestressed Concrete elements of M45 grade design mix concrete (i) Fabrication &manufacturing of Prestressed Concrete (Pre-tensioned) elements such as panel,column etc. as per approved drawing in Controlled Factory Environment with approved methodology by using long line casting method.Concreting should be done by batch mixing plant withcapable of producing zero slump concrete, transported through mechnical arrangement & layed on the bed, finishing, curing and also provision of steam curing. Cutting, making necessary cutout/holes of required sizes for services in PSC element after achieving required strength, yard handling &stacking all complete as perapproved shop drawings &design mix as per thedirection of the Engineer-in-charge. (Cost of HTS wiresshall be paid separately

suitable Truck/Trailor with proper accessories, including the cost of loading, unloading & stacking at site with the help of required capacitycranes. (iii) The rate isinclusive of all ingredients i.e.cement, sand, aggregate,admixtures, water etc.including handling, batching,mixing, transporting, placingand vibrating of concrete,curing, scaffolding,shuttering, formwork, mould,staging, lifting arrangement as per approved drawing etc.with all lead and lift with contractor's own labour, tools & plants machineries all taxes etc complete as required for successful completion of the item. Note-1: No payment shall be made for damaged Precast elements Note-2: 70% paymentshall be madewhen PSC elements reach tosite and balance 30% payment shall be made aftererection & placement inposition. Note-3: Incase of change of size of precast PSC element, payment shall be adjusted on volumetric pro-rata basis. "CEO.Drg.No.CE/621A (Sheet-1) along with CBE Drg.No.CBE/SK/678/2023" -1-A PSC Panel (2.045X0.33X0.075 m) NS2 12596.00 Numbers 1555.00 19586780.00 AT Par 19586780.00 WDFC FIELD UNIT-AJMER-CIVIL/WDFC Description:- NS 2 "Fabrication, Manufacturing & Transportation of Precast Prestressed Concrete elements of M45 grade design mix concrete (i) Fabrication &manufacturing of Prestressed Concrete (Pre-tensioned) elements such as panel,column etc. as per approved drawing in Controlled Factory Environment with approved methodology by using long line casting method.Concreting should be done by batch mixing plant withcapable of producing zero slump concrete, transported through mechnical arrangement & layed on the bed, finishing, curing and also provision of steam curing.

required strength, yard handling &stacking all complete as perapproved shop drawings &design mix as per thedirection of the Engineer-in-charge. (Cost of HTS wiresshall be paid separately underrelevant item). (ii)Transportation of Precast PSC Elements from casting yard to site of work by suitable Truck/Trailor with proper accessories, including the cost of loading, unloading & stacking at site with the help of required capacitycranes. (iii) The rate isinclusive of all ingredients i.e.cement, sand, aggregate,admixtures, water etc.including handling, batching,mixing, transporting, placingand vibrating of concrete,curing, scaffolding,shuttering, formwork, mould,staging, lifting arrangement as per approved drawing etc.with all lead and lift with contractor's own labour, tools & plants machineries all taxes etc complete as required for successful completion of the item. Note-1: No payment shall be made for damaged Precast elements Note-2: 70% paymentshall be madewhen PSC elements reach tosite and balance 30% payment shall be made aftererection & placement inposition. Note-3: Incase of change of size of precast PSC element, payment shall be adjusted on volumetric pro-rata basis. "CEO.Drg.No.CE/621A (Sheet-1) along with CBE Drg.No.CBE/SK/678/2023" 1-B PSC Column (2.45X0.225X0.225m) NS3 6298.00 Numbers 1400.00 8817200.00 AT Par 8817200.00 Description:- NS3 "Fabrication, Manufacturing & Transportation of Precast Prestressed Concrete elements of M45 grade design mix concrete (i) Fabrication &manufacturing of Prestressed Concrete (Pre-tensioned) elements such as panel,column etc. as per approved drawing in Controlled Factory Environment with approved methodology by using long line casting method.Concreting should be done by batch mixing plant withcapable of producing zero slump concrete, transported through mechnical arrangement & layed on the bed, finishing, curing and also provision of steam curing. Cutting, making necessary cutout/holes of required sizes for services in PSC element after achieving required strength, yard handling &stacking all complete as perapproved shop drawings &design mix as per thedirection of the Engineer-in-charge. (Cost of HTS wiresshall be paid separately

suitable Truck/Trailor with proper accessories, including the cost of loading, unloading & stacking at site with the help of required capacitycranes. (iii) The rate isinclusive of all ingredients i.e.cement, sand, aggregate,admixtures, water etc.including handling, batching,mixing, transporting, placingand vibrating of concrete,curing, scaffolding,shuttering, formwork, mould,staging, lifting arrangement as per approved drawing etc.with all lead and lift with contractor's own labour, tools & plants machineries all taxes etc complete as required for successful completion of the item. Note-1: No payment shall be made for damaged Precast elements Note-2: 70% paymentshall be madewhen PSC elements reach tosite and balance 30% payment shall be made aftererection & placement inposition. Note-3: Incase of change of size of precast PSC element, payment shall be adjusted on volumetric pro-rata basis. "CEO.Drg.No.CE/621A (Sheet-1) along with CBE Drg.No.CBE/SK/678/2023" 1-C PSC Column (2.45X0.225X0.200m) - Expansion area NS4 2496.00 Numbers 4360.00 10882560.00 AT Par 10882560.00 Description:- NS4 Fabrication, Manufacturing & Transportation of Precast RCC elements of M30 grade design mix concrete (i) Fabrication and manufacturing of precast concrete element such as foundation & column cap as per approved drawing, manufactured in controlled factory environment with approved methodology including moulds, mixing, transporting and placing of concrete, vibrating, curing, finishing, making necessary cutout/holes of required sizes for services, yard handling & stacking all complete as per IS:11447:1985 and as per approved shop drawings and design mix as per the direction of Engineer in-Charge (Cost of steel for reinforcement shall be paid separately under relevant item). (ii) Transportation of Precast RCC Elements from casting yard to site

stacking at site with the help of required capacity cranes. ((iii) The rate is inclusive of all ingredients i.e. cement, sand, aggregate, admixtures, water etc. including handling, batching, mixing, transporting, placing and vibrating of concrete, curing, scaffolding, shuttering, formwork, mould, staging etc. with all lead and lift with contractor's own labour, tools & plants machineries all taxes etc complete as required for successful completion of the item. Note-1: No payment shall be made for damaged Precast elements. Note-2: 70% payment shall be made when PSC elements reach to site and balance 30% payment shall be made after erection & placement in position. Note-3: Incase of change of size of precast RCC element, payment shall be adjusted on volumetric pro-rata basis. "CEO.Drg.No.CE/621A (Sheet-1) along with CBE Drg.No.CBE/SK/678/2023" 2-A Precast RCC Footing (1.2X1X0.7m) NS5 624.00 Numbers 5050.00 3151200.00 AT Par 3151200.00 WDFC FIELD UNIT-AJMER-CIVIL/WDFC Description:- NS5 Fabrication, Manufacturing & Transportation of Precast RCC elements of M30 grade design mix concrete (i) Fabrication and manufacturing of precast concrete element such as foundation & column cap as per approved drawing, manufactured in controlled factory environment with approved methodology including moulds, mixing, transporting and placing of concrete, vibrating, curing, finishing, making necessary cutout/holes of required sizes for services, yard

design mix as per the direction of Engineer in-Charge (Cost of steel for reinforcement shall be paid separately under relevant item). (ii) Transportation of Precast RCC Elements from casting yard to site of work by suitable Truck/Trailor with proper accessories, including the cost of loading, unloading & stacking at site with the help of required capacity cranes. ((iii) The rate is inclusive of all ingredients i.e. cement, sand, aggregate, admixtures, water etc. including handling, batching, mixing, transporting, placing and vibrating of concrete, curing, scaffolding, shuttering, formwork, mould, staging etc. with all lead and lift with contractor's own labour, tools & plants machineries all taxes etc complete as required for successful completion of the item. Note-1: No payment shall be made for damaged Precast elements. Note-2: 70% payment shall be made when PSC elements reach to site and balance 30% payment shall be made after erection & placement in position. Note-3: Incase of change of size of precast RCC element, payment shall be adjusted on volumetric pro-rata basis. "CEO.Drg.No.CE/621A (Sheet-1) along with CBE Drg.No.CBE/SK/678/2023" 2-B Precast RCC Footing (1.35X1X0.7m) - Expansion area NS6 15669.00 Numbers 110.00 1723590.00 AT Par 1723590.00 Description:- NS6 Fabircation, manufacturing & transportation of precast RCC elements of M30 grade design mix concrete (i) Fabrication and manufacturing of precast concrete element such as foundation & column cap as per approved drawing, manufactured in controlled factory environment with approved methodology including moulds, mixing, transporting and placing of concrete, vibrating, curing, finishing, making necessary cutout/holes of required sizes for services, yard handling & stacking all complete as per IS:11447:1985 and as per approved shop drawings and design mix as per the direction of Engineer in-Charge (Cost of steel for reinforcement shall be paid separately under relevant item). (ii) Transportation of Precast RCC Elements from casting yard to site

stacking at site with the help of required capacity cranes. ((iii) The rate is inclusive of all ingredients i.e. cement, sand, aggregate, admixtures, water etc. including handling, batching, mixing, transporting, placing and vibrating of concrete, curing, scaffolding, shuttering, formwork, mould, staging etc. with all lead and lift with contractor's own labour, tools & plants machineries all taxes etc complete as required for successful completion of the item. Note-1: No payment shall be made for damaged Precast elements. Note-2: 70% payment shall be made when PSC elements reach to site and balance 30% payment shall be made after erection & placement in position. Note-3: Incase of change of size of precast RCC element, payment shall be adjusted on volumetric pro-rata basis. "CEO.Drg.No.CE/621A (Sheet-1) along with CBE Drg.No.CBE/SK/678/2023" 2-C Column Cap (0.275X0.275X0.15m) NS7 208884.00 Kg 135.00 28199340.00 AT Par 28199340.00 Description:- NS7 Providing & laying in position7mm/5mm Dia HTS Indented wires with UTS of

as perapproved make etc, completeas per drawings and direction of Engineer -in-charge. Note: The rate is inclusive of all contractors labour,materials including, cutting, pulling arrangement, machineries, tools & plants,taxes etc. complete. Payment will not be made for any wastages. "CEO.Drg.No.CE/621A (Sheet-1) along with CBE Drg.No.CBE/SK/678/2023" NS8 69228.00 Numbers 92.18 6381437.04 AT Par 6381437.04 Description:- NS8 Erection & Installation of Precast PSC/RCC elements in correct & final position with proper line, level and plumbat site making all arrangements (i.e cranes,push-pull jacks & all other T&P) for lifting, placing, Steel Props for holding in position after Erection & Alignment of

complete as per the direction of Engineer-in-Charge. (Cost of grouting shall be paid separately). Note-1: The rate is inclusiveof all contractors labour, materials including machineries, tools & plants,etc. complete. Note-2: Incase of change of size of precast PSC element, payment shall be adjusted on volumetric pro-rata basis. "CEO.Drg.No.CE/621A (Sheet-1) along with CBE Drg.No.CBE/SK/678/2023" PSC Pannel (2.045X0.33X0.075 m) NS9 11292.00 Numbers 300.00 3387600.00 AT Par 3387600.00 Description:- NS9 Erection & Installation of Precast PSC/RCC elements in correct & final position with proper line, level and plumbat site making all arrangements (i.e cranes,push-pull jacks & all other T&P) for lifting, placing, Steel Props for holding in position after Erection & Alignment of

complete as per the direction of Engineer-in-Charge. (Cost of grouting shall be paid separately). Note-1: The rate is inclusiveof all contractors labour, materials including machineries, tools & plants,etc. complete. Note-2: Incase of change of size of precast PSC element, payment shall be adjusted on volumetric pro-rata basis. "CEO.Drg.No.CE/62lA (Sheet-1) along with CBE Drg.No.CBE/SK/678/2023" PSC Column (2.45X0.225X0.225m) NS10 5646.00 Numbers 180.79 1020740.34 AT Par 1020740.34 WDFC FIELD UNIT-AJMER-CIVIL/WDFC Description:- NS10 Erection & Installation of Precast PSC/RCC elements in correct & final position with proper line, level and plumbat site making all arrangements (i.e cranes,push-pull jacks & all other T&P) for lifting, placing, Steel Props for holding in position after Erection & Alignment of

complete as per the direction of Engineer-in-Charge. (Cost of grouting shall be paid separately). Note-1: The rate is inclusiveof all contractors labour, materials including machineries, tools & plants,etc. complete. Note-2: Incase of change of size of precast PSC element, payment shall be adjusted on volumetric pro-rata basis. "CEO.Drg.No.CE/62lA (Sheet-1) along with CBE Drg.No.CBE/SK/678/2023" PSC Column (2.45X0.225X0.200m) - Expansion area NS11 2496.00 Numbers 950.00 2371200.00 AT Par 2371200.00 Description:- NS11 Erection & Installation of Precast PSC/RCC elements in correct & final position with proper line, level and plumbat site making all arrangements (i.e cranes,push-pull jacks & all other T&P) for lifting, placing, Steel Props for holding in position after Erection & Alignment of

complete as per the direction of Engineer-in-Charge. (Cost of grouting shall be paid separately). Note-1: The rate is inclusiveof all contractors labour, materials including machineries, tools & plants,etc. complete. Note-2: Incase of change of size of precast PSC element, payment shall be adjusted on volumetric pro-rata basis. "CEO.Drg.No.CE/621A (Sheet-1) along with CBE Drg.No.CBE/SK/678/2023" Precast RCC Footing (1.2X1X0.7m) NS12 624.00 Numbers 1300.00 811200.00 AT Par 811200.00 Description:- NS12 Erection & Installation of Precast PSC/RCC elements in correct & final position with proper line, level and plumbat site making all arrangements (i.e cranes,push-pull jacks & all other T&P) for lifting, placing, Steel Props for holding in position after Erection & Alignment of

complete as per the direction of Engineer-in-Charge. (Cost of grouting shall be paid separately). Note-1: The rate is inclusiveof all contractors labour, materials including machineries, tools & plants,etc. complete. Note-2: Incase of change of size of precast PSC element, payment shall be adjusted on volumetric pro-rata basis. "CEO.Drg.No.CE/621A (Sheet- !) along with CBE Drg.No.CBE/SK/678/2023" Precast RCC Footing (1.35X1X0.7m) NS13 15669.00 Numbers 25.00 391725.00 AT Par 391725.00 Description:- NS13 Erection & Installation of Precast PSC/RCC elements in correct & final position with proper line, level and plumbat site making all arrangements (i.e cranes,push-pull jacks & all other T&P) for lifting, placing, Steel Props for holding in position after Erection & Alignment of

complete as per the direction of Engineer-in-Charge. (Cost of grouting shall be paid separately). Note-1: The rate is inclusiveof all contractors labour, materials including machineries, tools & plants,etc. complete. Note-2: Incase of change of size of precast PSC element, payment shall be adjusted on volumetric pro-rata basis. "CEO.Drg.No.CE/621A (Sheet-1) along with CBE Drg.No.CBE/SK/678/2023" Column Cap (0.275X0.275X0.15m) NS14 15669.00 Numbers 650.00 10184850.00 AT Par 10184850.00 Description:- NS14 Providing & grouting of PSC Column with Precast RCC Foundation as per approved drawing with M-60 grade cementitious grout (Non Shrink) of approved make by suitable

rate is inclusive of all contractors labour, tools & plants, all materials including approved quality of non-shrink cementious grout og M60 grade, aggregates, all machineries, placing inposition, etc. Complete in all respect. Payment will not be made for any wastages."CEO.Drg.No.CE/621A (Sheet-1) along with CBE Drg.No.CBE/SK/678/2023" PSC Column (0.225X0.225X2.45m) Running NS15 14100.00 3542.06 49943046.00 AT Par 49943046.00 Metre Description:- NS15 Metal beam Crash Barrier - Double W Single side : Providing and erecting "W" metal beam 02 Nos. barrier comprising of 2 mm thick corrugated sheet metal beam rail on 1.50m high channel post (150x75x4mm) above ground level and 1.20m below ground level, spaced at 2m center to center, all steel parts, all fittings and fitments to be galvanized by hot dip process confirm to IS 4759, metal beam rail to be fixed on the vertical post complete. Work will be carried out as per Railway approved drawing and as per specification and special condition of contract attached here

Engineer in-charge as per site conditions. The concrete and shuttering as and when required will be paid under the relevant items. Note : The item rate includes with materials, labours, lead, lift, loading, unloading, Tools and plants, all taxes, site cleaning, bush cutting, preparation of approach path, manual carting of materials due to unavoidable site requirement, etc. with contractor's own materials and labours necessary for doing all the work involved in constructing the metal beam railing barrier complete in place in all respects as per the Specifications. Work will be carried out as per direction and instruction of Engineer in charge of work/ Engineer representative. (No any extra payment shall be paid by Railway). NS16 155299.23 Kg 84.74 13160056.75 AT Par 13160056.75

other Galvanized Materials etc." WDFC FIELD UNIT-AJMER-CIVIL/WDFC

2.8.1 All kinds of soil. Total 6851559.33 2.9 Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and Item- 2 ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. S No. Item Description of Item Unit Qty Rate Amount No

2.9.1 Ordinary rock Total 379770.00 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of Item- 3 centering and shuttering - All work up to plinth level : S No. Item Description of Item Unit Qty Rate Amount No

4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) cum derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) Total 21570646.74 4.20.1 Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairingstrength; including pumping of concrete to site of laying, curing, Item- 4 carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level : S No. Item Description of Item Unit Qty Rate Amount No 1 4.20.1.3 4.20.1.3 Concrete of M20 grade with minimum cum 3984.66 9212.60 36709078.72 cement content of 270 kg /cum Total 36709078.72 Item- 5 5.9 Centering and shuttering including strutting, propping etc. and removal of form for S No. Item Description of Item Unit Qty Rate Amount No 1 5.9.1 5.9.1 Foundations, footings, bases of columns, Sqm 37224.58 392.15 14597619.05 etc. for mass concrete Total 14597619.05 5.1 Providing and laying in position specified grade of reinforced cement concrete, excluding the Item- 7 cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : S No. Item Description of Item Unit Qty Rate Amount No 1 5.1.2 5 . 1 . 2 1:1.5:3 (1 cement : 1.5 coarse sand cum 6700.00 9045.75 60606525.00 (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) Total 60606525.00 5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in Item- 10 position and binding all complete upto plinth level. S No. Item Description of Item Unit Qty Rate Amount No 1 5.22.3 5.22.3 Cold twisted bars Kg 174687.14 107.85 18840008.05 WDFC FIELD UNIT-AJMER-CIVIL/WDFC Total 18840008.05 10.25 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in Item- 12 position and applying a priming coat of approved steel primer using structural steel etc. as required. S No. Item Description of Item Unit Qty Rate Amount No 1 10.25.2 10.25.2 In gratings, frames, guard bar, ladder, Kg 48000.00 172.60 8284800.00 railings, brackets, gates and similar works Total 8284800.00