Development of Gati Shakti Cargo Terminal (GCT) at New Dabla station

CENTRAL WAREHOUSING CORPORATION

(A GOVT. OF INDIA UNDERTAKING)

NIT Number E NIT_CWC/CO/Engg. /26-27/18

Name of Work Development of Gati Shakti Cargo Terminal (GCT) at New Dabla station

NAME OF CONTRACTOR

Sd.-I Schedule-I Items of General Civil works Scheduled in Civil DSR 2023 and Items directly driven from DSR 2023

Sd.-II Schedule-II Items of General Civil works not scheduled in Civil DSR 2023 (Market Rate Items)

Sd.-III Schedule-III Items of Unified Standard Schedule of Rates (USSOR) of Railway Works

Sd.-IV Schedule-IV Items of General Electrical works Scheduled in E&M DSR 2025 and Items directly driven from DSR 2025 items

Sd.-V Schedule-V: - Items of General E&M works not scheduled in E&M works DSR 2025 (Market Rate Items)

Sd.-VI Schedule-VI Items of Signal And Telecommunication (S&T) Works

Grand Total (In Figures)

Grand Total (In Words)

CENTRAL WAREHOUSING CORPORATION (A Govt. of India Undertaking)

Schedule-I Items of General Civil works Scheduled in Civil DSR 2023 and Items directly driven from DSR 2023

NIT Number E NIT_CWC/CO/Engg. /26-27/18

Name of Work Development of Gati Shakti Cargo Terminal (GCT) at New Dabla station

NAME OF CONTRACTOR

Sr.No. Name of Work Total Amount (In Rs.) Quoted rates (Above/Below/At par) Rate to be quoted in percentage(%) Quoted % In Words Quoted amount in figure

1 Schedule-I Items of General Civil works Scheduled in Civil DSR 2023 and Items directly driven from DSR 2023

TOTAL QUOTED PRICE=

Amount Quoted (In Words)

CENTRAL WAREHOUSING CORPORATION (A Govt. of India Undertaking)

Schedule-II Items of General Civil works not scheduled in Civil DSR 2023 (Market Rate Items)

NIT Number E NIT_CWC/CO/Engg. /26-27/18

Name of Work Development of Gati Shakti Cargo Terminal (GCT) at New Dabla station

NAME OF CONTRACTOR

Sr.No. Name of Work Total Amount (In Rs.) Quoted rates (Above/Below/At par) Rate to be quoted in percentage(%) Quoted % In Words Quoted amount in figure

1 Schedule-II Items of General Civil works not scheduled in Civil DSR 2023 (Market Rate Items)

TOTAL QUOTED PRICE=

Amount Quoted (In Words)

CENTRAL WAREHOUSING CORPORATION (A Govt. of India Undertaking)

Schedule-III Items of Unified Standard Schedule of Rates (USSOR) of Railway Works

NIT Number E NIT_CWC/CO/Engg. /26-27/18

Name of Work Development of Gati Shakti Cargo Terminal (GCT) at New Dabla station

NAME OF CONTRACTOR

Sr.No. Name of Work Total Amount (In Rs.) Quoted rates (Above/Below/At par) Rate to be quoted in percentage(%) Quoted % In Words Quoted amount in figure

1 Schedule-III Items of Unified Standard Schedule of Rates (USSOR) of Railway Works

TOTAL QUOTED PRICE=

Amount Quoted (In Words)

CENTRAL WAREHOUSING CORPORATION (A Govt. of India Undertaking)

Schedule-IV Items of General Electrical works Scheduled in E&M DSR 2025 and Items directly driven from DSR 2025 items

NIT Number E NIT_CWC/CO/Engg. /26-27/18

Name of Work Development of Gati Shakti Cargo Terminal (GCT) at New Dabla station

NAME OF CONTRACTOR

Sr.No. Name of Work Total Amount (In Rs.) Quoted rates (Above/Below/At par) Rate to be quoted in percentage(%) Quoted % In Words Quoted amount in figure

1 Schedule-IV Items of General Electrical works Scheduled in E&M DSR 2025 and Items directly driven from DSR 2025 items

TOTAL QUOTED PRICE=

Amount Quoted (In Words)

CENTRAL WAREHOUSING CORPORATION (A Govt. of India Undertaking)

Schedule-V: - Items of General E&M works not scheduled in E&M works DSR 2025 (Market Rate Items)

NIT Number E NIT_CWC/CO/Engg. /26-27/18

Name of Work Development of Gati Shakti Cargo Terminal (GCT) at New Dabla station

NAME OF CONTRACTOR

Sr.No. Name of Work Total Amount (In Rs.) Quoted rates (Above/Below/At par) Rate to be quoted in percentage(%) Quoted % In Words Quoted amount in figure

1 Schedule-V: - Items of General E&M works not scheduled in E&M works DSR 2025 (Market Rate Items)

TOTAL QUOTED PRICE=

Amount Quoted (In Words)

CENTRAL WAREHOUSING CORPORATION (A Govt. of India Undertaking)

Schedule-VI Items of Signal And Telecommunication (S&T) Works

NIT Number E NIT_CWC/CO/Engg. /26-27/18

Name of Work Development of Gati Shakti Cargo Terminal (GCT) at New Dabla station

NAME OF CONTRACTOR

Sr.No. Name of Work Total Amount (In Rs.) Quoted rates (Above/Below/At par) Rate to be quoted in percentage(%) Quoted % In Words Quoted amount in figure

1 Schedule-VI Items of Signal And Telecommunication (S&T) Works

TOTAL QUOTED PRICE=

Amount Quoted (In Words)

Name of Work: Development of Gati Shakti Cargo Terminal (GCT) at New Dabla station

Schedule-I Items of General Civil works Scheduled in Civil DSR 2023 and Items directly driven from DSR 2023

Sr. No. DSR 2023 Description of item Qty unit Rate Amount

1 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead u p to 50 m and lift upto 1.5 m cum 196

2 10.2 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Kg 133.7

3 16.1 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres sqm 218.9

4 16.2 Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the Cum maximum dry density (proctor density). cum 24.85

5 16.8 Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge cum 4148.65

13.33.2 Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : Raised and cut pointing sqm 701.05

13.46.1 Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) SQM 160.6

16.78.1 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge: with material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 cum 2784

19.35.2 Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 600 mm dia RCC pipes. Meter 3401.25

2.25(a) Excavating, supplying and filling of local earth (including) royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc complete. cum 700.5

2.6.1 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in- charge. All kinds o f soil cum 177.5

2.8.1 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including 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. all kind of soil cum 260.3

4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) cum 6812

5.1.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering and shuttering - All work up to plinth level a) 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) cum 9045.75

5.22.1/5.22A.1 Steel reinforcement for R.C.C. work including straightening, cutting, ending, placing in position and binding all complete upto & Above plinth level. kg 107.85

5.33.1.1 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced 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 impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement 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 specified minimum 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 (Concrete of M25 grade with minimum cement content of 330 kg /cum) sqm 9504.75

5.33.2.1 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced 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 impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement 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 specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth level upto floor V level (Concrete of M25 grade with minimum cement content of 330 kg /cum) cum 9860.4

5.33.2.2 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced 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 impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement 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 specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth and upto floor V level concrete of M30 grade with minimum cement content of 350 kg /cum cum 10011.35

5.9.1 Centering and shuttering including strutting, propping etc. and removalof form for Foundations, footings, bases of columns, etc. for mass concrete sqm 392.15

5.9.2 Walls (any thickness) including attached pilasters, butteresses,plinth and string courses etc. sqm 842.5

7.1.1 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement: 6 coarse sand 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement: 6 coarse sand) cum 7311.25

7.2.1 Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.Cement mortar 1:6 (1 cement: 6 coarse sand) cum 9275.45

NS-1 Carriage of excavated earth / surplus soil by mechanical means (tippers / dumpers) from the place of excavation / cutting to the designated dumping site or filling area, including loading by mechanical excavator / pay loader, transporting and unloading / spreading at the designated location — all complete as per directions of the Engineer-in-Charge. Upto average 2.0 km lead cum 192.22

NSI Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of garde M-30 of specified diameter and length below pile cost of steel reinforcement but including the cost of boring with temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pilecap etc. by Crawler mounted, telescopic boom hydraulic pilling Rig all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap). metre Note: Truck Mounted rotary/TMR/Tube well boring machine shall not be used. 300 mm dia piles metre 3105.5

Name of Work: Development of Gati Shakti Cargo Terminal (GCT) at New Dabla station

Schedule-II Items of General Civil works not scheduled in Civil DSR 2023 (Market Rate Items)

Sr. No. MR No. Description of item Qty unit Rate Amount

1 MR-1 Providing and laying factory/ fully automatic plant made Monolayer hydraulically Vibro- Pressed mechanically compacted in a steel mould paver blocks in Docking roads , parking bays etc of rectangular shape as directed by Engineer in charge and in grade M50 and thickness of 100 mm (200x100x100mm), laid in required colour & pattern over 30mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 30000 sqm 1139.6

2 MR-2 Providing and applying, a single layer of ISI mark/ Bureau of Indian Standard (BIS) certified Geocell as per IS 17483: 2020:part-1, a three-dimensional cellular confinement system using Geocell of black color, made of ultrasonically welded strips of min thickness 1.65mm (as per ASTM D 5199), which act as a subgrade/ subbase improving reinforcement mattress, manufactured by Indian facility having ISO 9001:2015, ISO 14001:2015, ISO 45001:2018 and CE certification, of product having following material properties certified from NABL or GAI-LAP accredited laboratories: Material - with compound of various polyethylene/HDPE and additives, Carbon black content (ASTM D 1603) – min 2%, Density (ASTM D 1505 / ASTM D 792) – 0.935 – 0.965g/cc, Surface texture – multiple of rhomboidal indentations, over the entire strip area, Environmental stress crack resistance (ASTM D1693) of over 5000 hrs, High Pressure Oxidative Induction Time (HP-OIT) (ASTM D 5885) > 550 min.; Perforations - horizontal rows of maximum 10 mm dia holes (Cell perforations area is less than 12% of the cell surface area),Peak friction angle ratio/ friction efficiency (granular infill) is > 0.88; Seam peel strength (± 5%) – 2130 N per 150 mm, Expanded cell dimension (± 3%) – width 259 mm x224 mm length, Expanded section (± 3%) – width 2.59m x 6.5m length, Resistance to weathering (BS EN 12224) - Min. 90%, retained tensile strength; Resistance to oxidation (EN ISO 13438) - Min. 100%, retained tensile strength after 28 days; Cable ties to tie adjacent panels of material nylon, black color of 200m length, 7.6mm width, 1.7mm thickness, with tensile strength of 54 Kgf. Tendons - Polypropylene tendons with high strength array of strands of dia 6mm, yellow color with tensile strength (BIS 5175:2014) of 602 kN/m. Subsequently geocells to be infilled with GSB material, to be taken as separate item for costing as extra, to be installed as per manufacturer’s design drawings, under the supervision of engineer-in-charge. 36000 sqm 490.88

3 MR-3 Supplying and applying a single layer of Geo Textile of biaxial series, manufactured in India, a high strength high modulus knitted polyester , made from a high-grade yarn with special high tenacity and low creep properties, used for reinforcement cum separation layer in soil below embankment for ground improvement/load support application, manufactured by Indian facility having ISO 9001:2015, ISO 14001:2015, ISO 45001:2018 and CE certification, of product having following material properties certified from NABL or GAI-LAP accredited laboratories:Elongation at nominal strength (ASTM D 4595 / EN ISO 10319): 10% (MD, ± 2%), 12% (CMD, ± 2%);Creep limited strength in MD: min. 68 KN/m;Strength at 2% strain in MD: min. 15 KN/m;Strength at 5% strain in MD: min. 30 KN/mRoll Width: 5.2m/5.7m;Mass per unit area(± 10%): 400 GSM;applied as per manufacturer's specifications, under supervision of engineer-in- charge,(MD is machine direction, CMD is cross machine direction). 18000 sqm 139.24

4 MR-4 Construction septic tank (including cleaning chamber) with bricks of class designation 75 in cement mortar 1:6 (1 cement : 6 coarse and)” inside plaster 12 mm thick in cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement with water proofing compound foundation concrete raft 250 mm thick 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) laid to slope with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) with floating coat of neat cement mixed with water proofing compound. The top slab and 2 Nos. of baffle walls in pre-cast RCC 1:2:4 (1 cement : 2 coarse and : 4 graded stone aggregate 20 mm nominal size) finished smooth on all sides with 6 mm cement plaster 1:3 (1 cement : 3 coarse sand) 1 No. of bottom Baffle Wall in half brick masonry of class designation 75 in cement mortar 1:3 (1 cement : 3 coarse sand) with 12 mm/15 mm thick cement plaster in cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement, mixed with water proofing compound back filling of earth and disposal of surplus excavated earth providing and fixing Rigid-PVC rain pipe with Cowl swatter Terminal guard 100 mm Diameter, SW, pipe 2 Nos. CI pipe stack 100 mm Dia, with 2 Nos. of sluice valve 100 mm dia (for desludging) 15 Nos. C.I. steps 3 nost. I. cover of size 455x610mm LD with frame fixed to pre-cast RCC slabs, complete as per drawing No.CWC/ANC/BLD/207 excluding the cost of bucket. Inside size 4.00m x 1.40m x 2.10 m with cleaning chamber of inside size 0.90 x 0.90m x 2.10m Type ‘A’ : Inside size 2.30m x 1.10m x 2.10 m with cleaning chamber of inside size 0.90 x 0.90m x 2.10m for 20 users 1 No 123528.85

5 MR-5 Supply and fixing sign board upto 4.5 metre height made of the following specifications board base of A.C.P/ transparent PVC acrylic sheet 3mm thich fixed on MS hollow rectangular section size 50mmx25mm, letters made of acrylic material sheet 3mm thick of any colour fixed with LED lights with all accessories and wiring with copper wire complete as required and as per direction of Engineer-in-charge.The base board sheet shall have a 10 year warranty by manufacturer. 11.91 sqm 18800

6 MR-6 Supply of ORD PRC Sleeper (T-7008) or as approved by DFCCIL 1017 Nos 3119.92

7 MR-7 T-8255 Metal Liner or as approved by DFCCIL 2034 Nos 36.4

8 MR-8 T-8254 Metal Liner or as approved by DFCCIL 2034 Nos 36.4

9 MR-9 ERC Mark V RDSO Drg T-5919 or as approved by DFCCIL 4068 Nos 99.39

10 MR-10 Supply of Ruber pad T-7010 or as approved by DFCCIL 2034 Nos 67.45

11 MR-11 Supply of 60 KG rails - 880 Grade 1320 RM x 60 kg = 79200 kg = 79.2 MT - Cost include 18% GST 79.2 MT 104163.32

12 MR-12 Supplying and stacking 65mm gauge stone ballast machine crushed (hard stone) conforming to RDSO specifications with uptodate correction slips, along the track or on cess or in the yard/station depot within DFCCIL , land at locations as directed by the Engineer in charge as per Railway standard specification and special tender conditions. The rates shall include leveing and clearing the space for stacking and also including all leads , lifts , ascents , descents , handling, re-handling . crossing of sand dunes nallahs. streams , tracks and all other obstructions with all taxes, royalty , octroi etc. and all other charges including making approach road wherever required as a complete job. (Rates including GST) 1712.7 Cum 809.76

13 MR-13 Supply of 1 meter long fish plate 60kg (As per RDSO drawing T- 5849) as per RDSO specification T-1-2012 (200 Pairs ) 10 Pair 4335.97

14 MR-14 Supply of fish plate clamps 20 Nos 518.04

15 MR-15 Design, drawing, supply, installation, testing and commissioning of LGSF (Light Gauge Steel Frame) technology-based prefabricated Ground Floor Office Building at CWC New Saradhana Station, complete on turnkey basis as per approved drawings and specifications, including structural design, fabrication, transportation, erection of LGSF superstructure, roofing, wall panels, insulation, doors, windows, false ceiling, flooring, civil foundation and plinth works, waterproofing, internal and external finishing works, complete internal plumbing and sanitary installations, internal and external electrical installations including wiring, fittings, fixtures, distribution boards, earthing, power and lighting systems, external illumination, testing and commissioning, along with supply and installation of complete office furniture comprising, window blinds, one office table, one office chair, two visitor chairs and one steel almirah/storage cabinet in each room, executive tables and chairs wherever required and fire extinguisher as per approved layout, including provision of modular pantry with base cabinets, countertop, sink and allied accessories, and all materials, labour, tools, equipment, transportation, taxes, duties and incidental works necessary for making the building fully functional and ready for use in all respects as directed by the Engineer-in-Charge. 2225.63 sqft 3870.4

16 MR-16 “Providing and fixing at all height, on warehouse roof structure, pre-painted ZINCALUME/GALVALUME roof sheet (Make : Tata BlueScope Steel/ JSW Radiance) profiled roofing sheets of approved profile and color (as per approved RAL), with profile and pitch as mentioned in technical specs or approved by Engineer in charge, with subtle square fluting in the pan, and anti-capillary groove along return leg on end rib, fixed with self-drilling fasteners including EPDM washers, necessary overlaps, flashing, accessories, complete in all respects as per direction of Engineer-in-Charge Coil Specifications - The base steel of sheet material shall be 0.52 mm Base Metal Minimum Thickness (BMT) substrate and 0.6 mm minimum Total Painted Thickness (TPT), coated with hot-dipped Aluminum Zinc alloy coating AZ150 (i.e. minimum of 150 g per Sqm Al-Zn alloy coating mass total on both sides) having yield strength of 550MPa conforms to IS15961 and factory painted and oven baked with total 35 micron paint DFT conforms to IS15965- Durability class 3. On exposed surface of the sheet shall be having minimum 20-micron DFT of HDCS (based on Super Durable Polyester paint system ) exterior quality paint system (free from Lead and heavy metals) over minimum 5-micron DFT corrosion inhibitive polyester primer and on reverse side of sheet shall have 5-micron DFT polyester coat over 5-micron corrosion inhibitive polyester primer. The paint system shall be Super Durable Polyester equivalent for durability class 3 (Category C3) or above as per IS 15965. The roof’s product should be dust proof and GRIHA or IGBC GreenPro certified Product. The steel manufacturer shall provide an Environmental Product Declaration (EPD) to the Central Warehousing Corporation, ensuring transparency in the material's environmental impact. The coated steel finish shall be free from defects and shall provide branding on back side with product details such as thickness, grade, coating mass, date, mfg. name and Batch number. The steel manufacturers test certificate for the chemical and mechanical properties of steel must be approved by the concerned engineer authorized by Engineer-in-charge prior to installation. Material Warranty: Manufacturer through Contractor shall provide a written warranty for 20 yrs against perfotion of metal roof panels due to corrosion under normal weather and atmospheric conditions and 12 yrs exterior paint film warranty against film cracking, peeling and color fading for roof and wall panels from coated steel supplier. The color panels shall not fade (Delta E) more than 6 in light color, not more than 9 in intermediate colors and not more than 12 in dark color, confirms to IS 15965:2012. Warranty shall be signed by both the metal roof system manufacturer and the contractor. Weather tightness warranty: Contractor shall provide a written weathertightness warranty for a minimum of 3 years against leaks in roof panels, arising out of or caused by ordinary wear,C3 environment and tear under C3 environment weather and atmospheric conditions. All coil batches used shall be traceable through mill test certificates, and coil IDs should be stamped and submitted with delivery challan /MTC/Invoice at site. a) Roofing sheets over warehouse roof and platform canopy (RAL 9002 ): minimum five major ribs having rib height between 28–32 mm and rib pitch between 180–220 mm 44.48 SQM 905.5

17 MR-17 Preparation of GIS/Topographic map using Digital Terrain Model(DTM) including submission of data regarding 1 Job

(1) total site /land area with calculation and analysis,

(2) height of ground, Surface analysis & Contouring,

(3) Position of various Engineering Infrastructure with its design,

(4) earth cutting and filling estimation with respect to various benchmark,

(5) volumetric information AS PER SCOPE /DELIVERABLES STIPULATED IN cl 10 (important notes) under TECHNICAL CONDITIONS OF CONTRACT and as per direction of Engineer-in-charge

Total Amount (H)

Name of Work: Development of Gati Shakti Cargo Terminal (GCT) at New Dabla station

Schedule-III Items of Unified Standard Schedule of Rates (USSOR) of Railway Works

Sr. No. Description Qty Unit Rate Amount(Rs.)

NSI-1 Earthwork in filing in embankment, guide bunds, around bund type abutments, bridge gaps, trolley refuges, rain bund, if provide, platforms etc., with eat suitable for embankment as per RDSO lates Specifications and guidelines GE: G-14 of Soi! Quality Class S02, excavated from outside railway boundary entirely arranged by the contractor at his own cost including all lads, lifts, ascents, descents, crossing of Nallah or any other obstructions. The item stall include demarcation and setting out of profile, site clearance, removing of shrubs, rots of vegetations growth, heavy grass, benching of exiting slope of old bank, all handing e-handling spreading in layers with motor grader, bringing the moisture content to OMC, mechanical compaction to specified density and dressing of bank to final profile as complete job. The payment shall be made as per finished profile and the rate shall include all costs including taxes, octroi, royalty ee except for mechanical compaction which shall be paid extra under relevant item, cut trees shall be property of railways and to be deposited in the railway godown unless specified otherwise in the Special Contos of Contact. 4956 cum 296.55

Note: Payment under this item shall be made only up to the thickness as approved by Engineer-in-Charge, any additional thickness executed shall be paid under the item of Earthwork in filing in

NSI-2 Providing of Blanketing over finished formation as pe latest RDSO specifications and procedures by supplying materials of approved quality, spreading in layers not exceeding in 30cm i thickness in loose conditions and leveling by motor grader and compacting by vibro roller of required capacity up to desired degree of compaction, finishing to correct profile wit al lead and lift, complete in all respect to the satisfaction of the Engineer-in-Charge Rate includes al labour, material, tools, plants, machinery, testing equipment, testing charges, taxes, Royalties, Octroi etc. and all other incidental charges including compaction, 2475 cum 1730.93

(i) The work shall be caried out as pe RDSO Guidelines a specifications for Design of Formation for Heavy Axle Load (Report No. RDSO/2007/GE: 0014 o November, 2009) for mechanically produced blanking material for Railway Formation.

(ii) The Quality Control as prescribed vide Para 12 & 13 of RDSO2007/ GE:0014 shall be arranged at site by the Contractor, for which no separate payment will be made,

(iii) The tenderer is requested to go through specifications of blanketing material as per GE-00I4 RDSO specifications. The blanketing material is expected to be manufactured in quarry site with pug mil type blender from stone crushed material of required quality as per specification with the wading

NSI-3 Provision of barricading with contractor bamboos/ balli vertical post of 75 to100mm dia. planted at every 2m interval projecting at least 1.5m above ground level and driven firmly (minimum 0.5m) inside ground and including painting verticals & horizontals with red luminous paints/ strip at alternative bay on barricade Barricades shall be completely when no longer required by engineer-in-charge (6% payment shall be made on provision of barricading at work-site)

NSI-4 with 3 horizontal bambo/ balli members of minimum 50m dia spaced equally 660 Running metre 149.82

NSI-5 runnind cut putting of railways stone ballast from existing stacks avaiclbe along either on top og cutting or on formation or at toe of bank by leads or by any other means ans=d spreading to the required profile with contracgors labour tools & plants as directed by Engineer-in- charge (payment shall be made based on ballast stack measurment)

NSI-6 for lead upto 50m and lift up to 5m 660 cum 113.22

NSI-7 Compaction of ballast in layer laid on new formation at all the llocations with smooth wheeled power roller of 8-10 tone capacity to suffcient number of passes to from consolidated ballast bed of 100m-150mm thicknes to a width of 3.5 to 4.5m symetrical to centre line of proposed track to suit finished formation to correct line & level with all ascents & descents as directed by engineer-in-charge note(1) rate is inclusive of a providing ramp for taking roller to formation and removing the same & making good formation after completion work. 660 track meter 34.23

NSI-8 with contractor hard wood pegs 24 each 110.03

NSI-9 shifting & pairing of rails unloaded along side existing running track to adjoing formation including grossing of track duly lifting & pushing rail panel without damaging it and taking all necessary precautions so as not to infringle the running track as directed by engineer-in-charge note the distrubed rail barricading should be restored to its orignal condition by the afency including re fixing & conceting as required.

NSI-10 rail length upto 13m. 1320 Running meter 32.25

NSI-11 Linking of BG tack on prepared formation to correct gauge alignment with Railways track materials including spreading sleepers at speed spacing, squaring, pang & fixing rail to sleepers with all Type of raii fitting including their lubication as per IRPWM stands, Rate is inclusive of kutcha packing o make track fit or 20 kph speed

(NOTE: Rail cutting and Hole drilling shall be paid separately)

NSI-12 (b) for sleeper density of 1540 sleepers per km 660 track meter 233.44

NSI-13 Lifting and packing for regrading the existing BG tack o required bight level stages no exceeding 75mm or part thereof at time, providing permissible ramp for the tack, insertion of moorum sand stone ballast uniformly under the existing tack and pacing the same to safe approved gradient, gauge, cushion including leveling and one round of trough packing to allow train movement at restricted speed of 30 kmph for a specified length with all leads and lift fixing, marking, painting rail level post tie bars at every 30 m interval , Note: Lifting of track shall be done in stages as per procedure laid down in Para 233 of IRPWM to get the proposed final level as per approved working profile, as directed by engineer-in-charge.

NSI-14 in psc sleeper track 100 track meter 160.29

NSI-15 Manual through packing of newly laid tracks including level crossings, on straight or curve to a good geometry to conform to specified alignment & level and other track parameters including squaring of sleepers, slewing of tracks to correct alignment, gauging, tightening of fittings, fixing them in correct position, lifting of track if required to obtain the required longitudinal/cross levels and designed ballast cushion, packing below the sleepers & boxing to approved ballast profile with all tools & labours as a complete job. As the through packing is to be done on PSC sleepers track, all care be exercised to ensure that the sleepers are not damaged during packing. If the sleepers are damaged in the process of through packing the contractor will have to replace them at his own cost.

a First round of through packing 660 track meter 46.78

b Second through packing providing full ballast cushion and proper ballast profile. 660 track meter 39.39

c Third and final through packing providing full ballast cushion and final ballast profile. 660 track meter 32

NSI-16 25mm gap in situ welding and finishing of rail joint as per IR's AT Welding Manual with latest correction slips, RDSO approved welding portion and competent welder, labour, tools, equipment complete during traffic block, {item includes use of weld trimming machine and grinding of weld finished to mee the weld tolerances and also anti corrosive painting to weld & marking of welded joint, as directed by Engineer in charge} - 97 each 6371.29

NSI-17 Carrying out USFD testing of alumino thermic at welds on all types of rails,using 0 (2MHz) double crystal 70 (2 MHz) 20mm x 20mm single crystal probe for head & flange testing 2 nos 45degree (2MHz) single crystal with tandom rig for testing from rail top to bottom & for half moon tsting and 70 dgeree (2MHz) 20mmx20mm side looking probe by NBC (need based concept) method under traffic conditions as per provisions of IR's manual & Specifications for ultrasonic testing of rails and weld related instruction dule marking the defects submission of dails reports and storing back up data as specified & directed the rates are iinclusive of contracter men materilas & machines complete unless otheriwse specified and directed

NSI-18 with contractor USFD machine: track having upto 3 rails panles 97 each 195.51

NSI-19 Fabrication, Erection and fixing in position of dead end as per approved Rl, plan for BG track of 60Kg/52kg/90R rails (SS/US rails ) including cutting bending/ drilling of holes in rails fixing buffer beams iron plates/ST Sleeper/Sal Timber (New/SS), bolts and nuts etc as directed by the engineer including leading all p-way materials from nearest SSE/C/P-way station to the site work including free lead of 500m all lift ascent, descent or any other obstruction, yard as per special conditions and standard specification as a complete job with all labour (Transportation of rail fish plates, fish bolts & nuts sleeper etc will be arranged by the contractor & lead over 500m free lead will be paid under relevant item of this tender schedule ), All rail section of dead end shall be painted with black paint and crossing 1 each 14647.5

NSI-20 Design, Manufacturing and supply of thick web Switch expansion joints for long welded rails with gap 100mm along with fittings for 1676mm gauge and 25T axle load with 60kg UIC rails on PSC sleepers in accordance with RDSO specifications. 1 SET 850000

NSI-21 Supplying and & fixing check rail of 52/60 KG with rails sleepers fittings fish plates and all other materials such as distance block with bolts and nuts /( washers etc.) including cutting of rails to required length, drilling bolts , providing flair to ends , foot cutting , notching as per requirement , painting two coats of anti-corrosive paint to running rail and check rails except top head of rails with contractor's labour, tools and plats etc. complete. Rails sleepers, fish plates and required material shall be supplied by contractor. (Only Cost of main running rails with it's fitting shall be paid separately, and all other items including check rails sleepers and fittings are included in the rate of this item. 10 m 17624.26

NSI-22 Supply of Alumino thermic welding portions 52/60 Kg as approved by RDSO for welding of rails 52/60 kg for 25mm gap by the process of AT welding along with complete accessories confirming to the specification laid down in Indian Railway Standard specification No.IRST-19-2012 up to date correction slips with Single shot crucible fitted with Automatic Tapping Thimble Technology, 3 pieces Mould (Zircon washed) manually pressed for execution of welding of rail joint and compressed air petrol heating techniques including consumable stores complete and as directed by the engineer in charge at site. The following accessories shall be supplied. 1. Alumino Thermic welding Portion (60/52 kg)as per IRS T-19-2012 2.3 piece Pre-fabricated Dry Mould (60/52 Kg)as per IRS T-19-2012 3.Luting Sand 4.Ignition Match 5.Single shot Crucible fitted with auto tapping thimble 6. Mould shoes (1 set for 50 weld portions) The following accessories shall be supplied 10% extra by the contractor at free of cost. Single shot Crucible fitted with auto tapping thimble, Three piece pre-fabricated dry moulds, Luting sand and Ignition matches. Note: Rate is inclusive of transportation For 60 Kg Rail, 3-piece Mould and Compressed Air Petrol heating technique 97 each 3127.6

Name of Work: Development of Gati Shakti Cargo Terminal (GCT) at New Dabla station

Schedule-IV Items of General Electrical works Scheduled in E&M DSR 2025 and Items directly driven from DSR 2025 items

Sr. No. DSR E&M-25 Description of item Qty Unit Rate Amount

1 2.4 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)

1.1 2.4.1 4 way (4 + 12), Double Door 2 Each 4377

2 2.1 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.

2.1 2.10.1 Single pole 15 Each 285

2.2 2.10.3 Double pole 2 Each 696

3 5.2 Earthing with G.I. earth pipe 4.5 meter long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. 5 Each 7658

4 1.33 Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. 25 Each 104

5 1.1 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.

5.1 1.10.3 Group C 50 Point 1704

6 1.12 Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 400 Meter 373

7 1.27 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required.

7.1 1.27.6 12 Module (200mmX150mm) 5 Each 614

8 1.24 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required

8.1 1.24.1 5/6 amps switch 10 Each 121

8.2 1.24.5 6 pin 15/16 A Socket Outlet 5 Each 219

9 1.25 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 5 Each 402

10 7.1.3 Laying of one number PVC Insulated and PVC sheathed /XLPE Power cable of 1.1KV grade of following size in ground including excavation ,sand cushoning ,protective covering and refilling the trench as required: above 95 sqmm and upto 185sqmm 1100 Meter 497

11 7.1.2 laying of one number PVC Insulated and PVC sheathed /XLPE Power cable of 1.1KV grade of following size in ground including excavation ,sand cushoning ,protective covering and refilling the trench as required: above 35 sqmm and upto 95sqmm 900 Meter 475

12 8.15.6 LED Flood Light, powder coated pressure die cast aluminium (System lumen efficacy ≥105 <120 lm/Watt). Supplying, Installation, Testing & Commissioning of Flood Light, powder coated pressure die cast aluminium body with built in or separate driver as per the requirement with Driver efficiency >85%, Input voltage: Input voltage: 140-270 Volt AC, frequency 50/60 hz, Operating temp range -5 0C to 50 0C, internal surge protection of 5 KV L,N,E as per IEC 61000-4-5, Driver efficiency >85%,THD < 10% as per IEC 61000-3-2, P. F.≥0.95, IP-66,IK-10, CRI >70, under voltage and over voltage protection, EMI-EMC as per CISPR -15, lenses for beam angle 30 deg-120deg as per the application and the project requirement., suitable tilt able fitting, life time (LED, Driver & electrical circuitry) of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends as per LM80 extrapolation IES TM-21-11 report, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin) , SDCM(Standard Deviation Color Matching) <5, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard complete in all respect i/c external connections with 1.5 sq mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥105 <120 lm/Watt output .LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted.. Shape size and CCT shall be as approved by Engineer-in- Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C). 250 Watt 56 Nos 5450

13 1.57 Supplying & fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, "C" curve including connections, painting etc. as required. 14 Nos 807

14 8.15.4 LED Flood Light, powder coated pressure die cast aluminium (System lumen efficacy ≥105 <120 lm/Watt). 10 Nos 3166

Supplying, Installation, Testing & Commissioning of Flood Light, powder coated pressure die cast aluminium body with built in or separate driver as per the requirement with Driver efficiency >85%, Input voltage: Input voltage: 140-270 Volt AC, frequency 50/60 hz, Operating temp range -5 0C to 50 0C, internal surge protection of 5 KV L,N,E as per IEC 61000-4-5, Driver efficiency >85%,THD < 10% as per IEC 61000-3-2, P. F.≥0.95, IP-66,IK-10, CRI >70, under voltage and over voltage protection, EMI-EMC as per CISPR -15, lenses for beam angle 30 deg-120deg as per the application and the project requirement., suitable tilt able fitting, life time (LED, Driver & electrical circuitry) of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends as per LM80 extrapolation IES TM-21-11 report, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin) , SDCM(Standard Deviation Color Matching) <5, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard complete in all respect i/c external connections with 1.5 sq mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥105 <120 lm/Watt output .LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted.. Shape size and CCT shall be as approved by Engineer-in- Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C). 150 Watt

15 1.38 Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required. 4 Nos 112

16 8.12.14 LED Street light fixture, powder coated pressure die cast aluminium body (System lumen efficacy ≥105 <120 lm/Watt) Supplying, installation, Testing & Commissioning of Street light LED fixture powder coated pressure die cast aluminium body with driver as per the requirement with Driver efficiency >85%, Input voltage: 140-270 Volt AC, frequency 50/60 hz, Operating temp range -5 0C to 50 0C, internal surge protection of 5 KV L,N,E as per IEC 61000-4-5, Driver efficiency >85%,THD < 10% as per IEC 61000-3-2, P. F.≥0.95, IP-66,IK-10, CRI >70, under voltage and over voltage protection, EMIEMC As per CISPR -15, lenses for beam angle as per IESNA type I/II/III as per the width of the road and the project requirement., suitable to fit in up to 65mm dia pipe, life time (LED, Driver & electrical circuitry) of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends as per LM80 extrapolation IES TM-21-11 report, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin),SDCM (Standard Deviation Colour Matching) <5, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard complete in all respect i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥105 <120 lm/Watt output .LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C). 90 Watt 10 Each 2162

Name of Work: Development of Gati Shakti Cargo Terminal (GCT) at New Dabla station

Schedule-V: - Items of General E&M works not scheduled in E&M works DSR 2025 (Market Rate Items)

Sr. No. Ref. Description of item Qty Unit Rate Amount

1 MR 1 Supply of aluminium conductor, PVC/XLPE insulated, steel armoured, PVC sheathed, power cable of 1.1 Kv grade conforming to (IS) 7908 part-I 1988 or latest amended upto date of following sizes- 1200 Meter 194

2 MR 2 Supply of 18w/20w LED, 4 feet tube light fitting 250VAC surface and wall mounted type, made of poly carbonate housing and integrated electronic drive complete as reqd. 15 Each 311

3 MR 3 Supply of Ceiling Fan of 1200 mm sweep with all accessories etc. as required (Make- Crompton /Havells/GE/Orient/Bajaj) 5 Each 2492

4 MR 4 Supply ,erection, testing and Commissioning of 16 Mtrs high mast tower with the help of suitable equipment including accessories, control panel for high mast system. The High Mast Shaft shall be in two sections suitable for 44 m/sec wind speed, with head frame, winch mouting bracket, luminaire carriage suitable to install 12 Nos. of luminaries in symmetrical arrangement. Each High mast shall have raising and lowering system comprising of double drum winch, 6 mm diameter SS wire rope, trailing cable, connector, integral power tool motor, manual handle, junction box, lightening finial, Outdoor type stand mounted control panel include the conrol circuit for the lowering , raising operation for high mast, integral detachable power tool with motor including torque limiter, time switch including lines required for switching, Foundation bolt set, nuts, washers anchors plate templates made of special Steel as per the tech specification, ISS, IE rules and site requirement. Make: Philips/GE/Bajaj/C&G or EQ approved make. 7 Set 320771

5 MR 5 Supply installation testing commissioning of LED aviation light Luminaries along with connection from luminaire to junction box with 3 core 1.5 sq. mm copper conductor cable in GI flexible conduit. Model no BGAV 302 LED of Bajaj or similar 7 Meter 5577

6 MR 6 Supply and laying of HDPE pipe conforming to IS 4984 1995 50mm dia wall thickness 3 mm PN 6 under the road/air the work involves laying of hdpe pipe. 800 Meter 119

7 MR 7 Digging and filling of trench size 0.4x 0.8 M as per spec (trench work may be on kucha/pucha and all type of soil as per site requirement and without protective layer of bricks) surface of trench shall be made good in all respect and satisfaction of site engineer 800 Meter 43

8 MR 8 Suppy of 4x70sq mm 1.1 KV grade LT XLPE insulated PVC outer sheathed almunium conductor armoured cable conforming IS 7098 (part-1) 200 Meter 597

9 MR 9 Laying connecting testing and commissioning of 4 x 16 to 4x 120 sq. mm 1.1 KV grade LT XLPE/PVC insulated PVC outer sheathed aluminium conductor armoured cable in trench/pipe/air as per spec. 1400 Meter 9

10 MR 10 supply intallation testing Commissioning of the main LT Distribution panel in size of 1200mm height x900mm width x300mm depth, double door type with duly hinges & suitable locking arrengment. Outdoor Type weatherproof made of 1.6mm thick MS sheet with neccesary primer and two coat of enamal paint with supporting frame (made of 50x50x6mm angle) having four nos legs height of 1500mm fixed 750mm in Ground with neccessary excavation & cement concrete (1:1.5:3) with following accessories (1) -2 nos 100amp, 32KA 4POLE MCCB (2) 06 Nos.of TPN/FP MCB (3) Bus bar required for 200 Amp load (4) all neccessary connections with related Accessories, auto ON / OFF switch. 3 Nos LED indicator. Output TB as required etc 1 Nos 36955

11 MR 11 Providing and Fixing of ventilation fans capacitor start single with PVC impeller, ABS body, automatic openable louver shutter in existing opening including making connection testing etc as required for size 250 mm. 4 Each 1299.45

12 MR 12 Supply installation testing commissioning of main distribution Box with 1 nos 100 Amp 3 phase 4P MCCB, 2 Nos. 63amp 3 phase 4P MCCB, 3 NOS 40 Amp 4P MCB, 3 Nos. 32 Amp DP MCB including related phase indicator etc as required size in double door color coated enclosure. 2 Nos 46350

13 MR 13 Supply installation testing commissioning of distribution box with three phase 30 amp auto change over 2nos 30 amp 4p MCB, 3 Nos DP 16 Amp MCB as required size in double door colour coated enclosure. 1 Nos 25750

14 MR 14 SITC of MS Fabricated 1.6 mm thick steel sheet feeder pillar with 01 Nos. 125 Amp 4P MCCB and 200 Amp aluminium bus bar (3-Phase with 100% neutral rating) duly enamel painted. 2 Nos 10983

15 MR 15 SITC of 1 M long double GI Arm suitable for installation on 9 Mtr octagonal Pole for installation of 36W- 125 Watt street light including clamps, supports etc. 10 Nos 1358.47

16 MR 16 Supply fixing and connecting of bracket fan 400 mm sweep with three speed regulator as per spec. 4 Nos 1408.68

17 MR 17 Horizontal Direction Drilling (HDD)/ Boring and trenchless cabling, supply, transportation and insertion of self lubricated HDPE pipe and laying of cable in boring under the track/Road/ground/masonry building by using self lubricated HDPE pipe of 120 MM outer dia and 103.5 mm inner dia in the bore and the laying of cables in the bore under the track/Road/ground/ masonry building. The depth of horizontal boring should be minimum 1m from rail flange/Road Level/ ground as per site requirement. 100 Meter 849.08

18 MR 18 Design , manufacture, supply , installation and commissioning of Electronic in Motion Weighbridge would be in accordance of RDSO specifications-WD-29-MISC-19 or latest, alongwith PC, UPS with Peripherals . Complete in all respects at site as per direction of engineer-in-charge. Including Packing ,Loading from works .While, Unloading safe storage by customer. 1 Job 1948100

19 MR 19 Supply of 9-metre octagonal steel pole manufactured from high-strength structural steel conforming to IS 2062 / IS 1161, suitable for outdoor lighting applications, complete with the following specifications: Pole shaft made from tapered octagonal steel sections with minimum thickness 3.0 mm (top) to 4.0 mm (bottom),Hot dip galvanized after fabrication as per IS 4759 / IS 2629, with minimum zinc coating of ≥ 80 microns, Suitable for mounting LED luminaires with single/double arm bracket, including top mounting arrangement 10 Nos 21948

20 MR 20 Suppy of 3.5x120sq mm 1.1 KV grade LT XLPE insulated PVC outer sheathed almunium conductor armoured cable conforming IS 7098 (part-1) 1100 Meter 1663.87

21 MR 21 Supply and laying of HDPE pipe conforming to IS 4984 1995 75mm dia wall thickness 3 mm PN 6 under the road/air the work involves laying of hdpe pipe. 1850 Meter 230

Name of Work: Development of Gati Shakti Cargo Terminal (GCT) at New Dabla station

Schedule-VI Items of Signal And Telecommunication (S&T) Works

S. No. SOR Item Description of item Qty Unit Rate Amount

1 SOR item no. 06010100 Supply of Electric Point Machine 143 mm stroke AC immunity 160V AC complete with lock detector and slides for lock detector non -trailable to operate on 110V DC rotary locking with crank handle universal type as per RDSO Spec. No. IRS:S-24/2002 (Amnd 1) RDSO Drg. No. S-10800 (Alt.5) with junction box telescopic. The motor will be as per RDSO Spec. No. IRS: S-37/82 (Amnd. 3) with RDSO Drg. No. S-10910. This includes supply of Set of tools as per para 20.1 & 20.2 of RDSO SPECN. NO. IRS:S-24/2002 (Amnd 1) 20.1 The following set of tools in a suitable tool box shall be supplied along with every set of eight point machines or less. 1 no 72706.08

i) Hand operated square drive socket wrenches of 12.5 mm driving square (short type) as per IS: 7381 for M8, M10, M12 & M18 threads. (One 250 mm long 12.5 mm square extension bar as per IS: 7991 alongwith compatible Tee handle Square drive as per IS: 7975 suitable for above socket wrenches shall also be provided.)

ii) Open jaw wrenches (spanners) for M10, M12, M20, M24 & M33 threads as per IS: 2028.

iii) Adjustable wrench.

iv) Screw driver 300 mm long. 20.2 Junction box and two numbers of telescopic pipes of approved type shall be supplied as an integral part of the point machine.

Inspection: RDSO/DFCCIL

2 SOR item no. 06010500 Ground connections, complete set suitable for IRS type / approved point Machine for ordinary turnout with tongue attachment insulation and other insulation as per RDSO Drg. S/3361/62/63 (for IRS type point machine) or RDSO Drg No.SA-9151/52 (for Siemens point machine) with latest amendments. However, the ground connection shall be procured only after confirmation from Railway engineer as per site condition /type of machine/turnout. Inspection: 1 no 8219.59

(i) RDSO/RITES if value of item in work more than 10 lakhs

(ii) Consignee subject to procurement from RDSO approved vendors if value of whole item in work less than 10 lakhs as per extant instructions by Railway Board.

Inspection: RDSO/DFCCIL

3 15011602 Supply of OFC single mode 6 fibre unarmoured cable. Make Molex/ AMP/Finolex or similar. 1000 M 23.68

Inspection: Consignee

Inspection Charges: None.

Payment Terms: 100% after supply.

4 SOR item no. 15014600 Supply of managed optical media converter (Clause 1.1- option-1 Ethernet to Optical Converter) complied RDSO Specifications : SPN/TC/103/2013 Rev 2 or latest, consisting of : 3 no 32223.54

(1) 4 user ports 10/100mbps (2.1.3.2) without POE;

(2) Two SFP slots for networking;

(3) Two electrical ethernet ports for networking;

(4) dual power supply support AC 230V AC / DC-48V DC from single socket;

(5) 2 no. EOLS-1312-10d 1000 base - LX 10 unit work in daisy chain in ring topology.

Inspection: Rites/DFCCIL

5 SOR item no. 15013905 Supply of 9U Rack conforming to IEC 60297 with 19-inch standard dimension, wall mounting, front glass door with lock and two key, with rack fixing Multi point AC power strip, cable organiser with wall fixing screws. 2 no 6153

Inspection: Consignee

Payment Terms: 100% after execution.

6 SOR item no. 15010206 Supply of 5m length FC to SC Single Mode Simplex/Duplex Fibre Optic Patch Cable as per TEC Specifications TEC 87070:2009 (TEC/GR/TX/OFJ-01/05/NOV-09). 2 no 164

Inspection: Consignee

Inspection Charges: None.

Payment Terms: 100% after Supply

6 SOR item no. 15010202 Supply of 5m length LC to SC Single Mode Simplex/Duplex Fibre Optic Patch Cable as per TEC Specifications TEC 87070:2009 (TEC/GR/TX/OFJ-01/05/NOV-09). 4 no 205

Inspection: Consignee

Inspection Charges: None.

Payment Terms: 100% after Supply.

7 NSI 1 Blowing/drawing of OFC cables in the HDPE duct along with all the protective work as per instructions of engineer incharge at site. 1 KM 13003.54

Inspection: Consignee

Inspection Charges: None.

Payment Terms: 100% after Execution.

8 SOR item no. 15015800 SITC of 04 port Industrial Switch with 4 X 10/100/1000M PoE ports, 2 X 100/1000M uplink SFP slot ports and 1 X RS232 console port and 2 set of V+, V- redundant DC power interface, conforming to RDSO specifications RDSO/SPN/TC/65/2021 Version 6.0 or latest. 1 no 86846.7

Inspection: Consignee

Inspection Charges: None.

Payment Terms: 100% after commissioning.

9 SOR item no. 15010905 Supply, installation and complete wiring of optical fibre cable termination box for 6 fibres complete with base housing, base mountings with fixing arrangement etc. & splicing of fibre with low loss of pigtail cables. Splice losses in no case should be more than 0.1 dB. Necessary 0dB connectors should be provided in OFC termination box. 2 no 4028.28

Inspection: Consignee

Inspection Charges: None.

Payment Terms: 100% after execution

10 SOR item no. 15014700 Installation of managed optical media converter (Clause 1.1- option-1 Ethernet to Optical Converter) complied RDSO Specifications : SPN/TC/103/2013 Rev 2 or latest, consisting of : 1 job 8055.89

(1) 4 user ports 10/100mbps (2.1.3.2) without POE;

(2) Two SFP slots for networking;

(3) Two electrical ethernet ports for networking;

(4) dual power supply support AC 230V AC / DC 48V DC from single socket;

(5) 2 no. EOLS-1312-10d 1000 base - LX 10 unit work in daisy chain in ring topology.

Inspection: Consignee

Inspection Charges: None.

Payment Terms: 100% after execution

15 SOR item no. 7011800 Multi Section Digital Axle Counter (MSDAC): Supply, Design, Installation, Testing and Commissioning of Multi Section Digital Axle Counter (MSDAC) complete system as per RDSO Specification No. RDSO/SPN/176/2013 version.3 with latest amendments STR No. SIQ 0001 Ver.2.0 or latest. MSDAC Reset procedure shall be as per NWR MSDAC Reset policy. Tenderer shall design the scheme for provision of required number of evaluators, reset equipment's, trackside junction boxes, detection points and track clearance relays etc and shall be submitted along with the offer. Remote Diagnostic System shall be provided at station. Length of the cable required for each DP and Rail Type will be specified at the time of issuing call Letter. [This also includes supply of 10% all types of spare cards, LV Boxes, Wheel sensors and other essential modules as specified in RDSO Spec, it shall be rounded to nearest integer subjected minimum of one item. One set of Specialized Tool and Measuring equipment's as per RDSO specifications shall be supplied per location (Station/ALH/OC/IBH). (Per DP is Per Detection Point). Note: It also includes supply and Installation of any earthing arrangement, if required as per OEM specification. Inspection: (i) RDSO - for supply items. (ii) Consignee - for other execution. Inspection Charges: Borne by Railways. 1 Per DP 387561

Payment Terms: 80% after Supply, 20% after execution & commissioning.

16 NSI 2 Testing and commissioning of complete FOIS connectivity system for Motion Weighbridge, testing, integration with FOIS network, commissioning, obtaining necessary approvals/coordination with Railways/DFCCIL wherever required, and incidental works necessary for establishing a fully functional and operational FOIS connectivity system for Motion Weighbridge, complete in all respects as per Railway/FOIS specifications and directions of Engineer-in-Charge. 1 lump sum 150000

Total (Including GST)