SW-I ) Seram - SEM: Proposed Raising of Platform No. 2 to High level at Seram. SW-II) SEM Station: Up gradation of waiting hall and Additional facilities at Seram station under Sr.DEN/West/SC jurisdiction.

A-SCHEDULE-A( DSR-2023 GENERAL ITEMS) 28350284.28 Below/P

B-SCHEDULE-B (DSR-2023 CEMENT CONCRETE ITEMS) 20512612.34 Below/P

C-SCHEDULE-C(DSR-2023 REINFORCEMENT STEEL ITEMS) 5575888.14 Below/P

D-SCHEDULE-D (DSR-2023 STRUCTURAL STEEL ITEMS) 9359605.00 Below/P

E-SCHEDULE-E (DSR-2023 WATER SUPPLY PIPES & FITTINGS ITEMS) 1045828.74 Below/P

Item Breakup - A-SCHEDULE-A( DSR-2023 GENERAL ITEMS)

Item Breakup - B-SCHEDULE-B (DSR-2023 CEMENT CONCRETE ITEMS)

Item Breakup - C-SCHEDULE-C(DSR-2023 REINFORCEMENT STEEL ITEMS)

Item Breakup - D-SCHEDULE-D (DSR-2023 STRUCTURAL STEEL ITEMS)

Item Breakup - E-SCHEDULE-E (DSR-2023 WATER SUPPLY PIPES & FITTINGS ITEMS)

Item Breakup - F-SCHEDULE-F (SCR USSOR -2021 ITEMS)

Using Soil Class SQ1 Total 837362.60

Item Breakup - G-N.S ITEMS

Cutting of grooves in 5mm wide 12mm Metre deep in flooring concrete for expansion and contraction in concrete and filling of grooves with sikaflex polyurethene sealant, including cost of materials and one coat of primer, with all contractors tools, plants, material, labours, complete etc., as per specifications and as directed by engineer in charge

Providing and laying Tactile tile (Detectable Sqm warning surface) flooring for visually impaired persons of approved make and size 300x300x60mm having water absorption quality of less than 0.5% and conforming to IS:15622 of all colours and shades for outdoor / indoor floors such as Platform, Circulating Area, Station building, Multi modal stations, etc., laid on 20mm thick base cement mortar 1:4 (1 cement:4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments with all Contractor's materials, labour, tools, plant, equipment, transportation, etc. complete as per the directions of Engineer- in-Charge. SECUNDERABAD DIVISION-ENGG/SOUTH CENTRAL RLY

Providing and Fixing of Stainless steel (SS Kg 304 grade) water valley gutter made of SS plate of 1.45 mm (tolerance +/- 0.045)thickness including welding, grinding, buffing, polishing and making required shape etc., and fitting to the existing steel structure with necessary stainless steel nuts & bolts, cutting holes , making connections for all heights with contractor's men, tmaterial, labour, tools, plants, transporting to site, with inclusive of taxes, crossing of track wherever necessary etc., specifications confirming to Railway standards complete as directed by Engineer-In - Charge at site. ( for payment purpose only weight of stainless steel members shall be considered excluding fixing accesoriessuch as nuts & bolts, fasteners etc.,)

Supply and Installation 5 mm thick HPL Sqm sheets for Elevations and Ceilings at heights upto Seven storied building using single / both side decorative EN 438- Part 6 complying of Fundermax or equivalent make manufactured under high pressure and temperature in a hot press. The cladding/ ceiling system will have to be installed oven powder coated aluminium box section 50 x 25 x 1.5mm thick frame work using aluminium POP rivets for fasteningpurpose (with appropriate sliding and fixed holes). 'L' type hot dip galvanized MS bracket 50 x 50x 5 mm to hold the aluminium box sections anchored by standard ancho fasteners. The core of the panel shall consists of desired numbers of imported, long fibre virgin kraft papers impregnated with specially formulated double hardenedPhenolic resin and another top layer of imported virgin Blue wool scale passed, decorative paper layer impregnated withMelamine resin. The panels are flame retardant type of class1 as per BS: 476 Part 7, ASTM E84 and EN 438- Part 6 Polymethyl methacrylate UV protecting films are providedat the top of the Deco layer for optimum UV protection (passes 1500 hours). The HPL panels shall have a tested Flexural Modulus of 11,000 MPa and Flexural strength of 100 MPa to make the product enormously sturdy from inside. The product shall not show any distortion even in extreme climatic conditions of -20° C to +80° C and in dry climate conditions with relative humidity in excess of 85% - 90%. HPL panels should be weather resistant at extreme oceanic climates and should have passed the salt spray test conducted for 500 hours and 3000 hours artificial weathering rated with a 5 for Grey scale rating &7/8 for Blue wool rating with all Contractor's materials, powder coated aluminium frame work, transportation, tools, plant, machinery, etc complete as per the directions of the Engineer In charge. (Rate Applicable upto 7 Storied Building) SECUNDERABAD DIVISION-ENGG/SOUTH CENTRAL RLY

Providing and fixing unplasticised - PVC Each moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS: 13592 Type A, including jointing with seal ring confirming to IS:5382, leaving 10 mm gap for thermal expansion - Bend 87.5" - 160mm bend/elbow/shoe

Supplying and fixing 160mm dia PVC rain RM water pipes conforming to IS: 13592 Type A including jointing with sealing ring, leaving 10 mm gap for thermal expansion with contractors materials, labour, tools and plants, equipment at lead and lifts etc. Complete upto height of l 5m above rail level as directed by Engineer-in- charge at site

Preparation of Structural Arrangement Sqm drawings and Bar-Bending Schedule with all details for buildings/ structures etc, based on soil testing report, in Auto CAD for Approved GAD provided by Railways as required to suitable scale on film paper including check prints in colour with all contractors stationery, materials, labour consumables etc., complete as per specifications and as directed by Engineer- in-charge.

Selection of suitable site for drilling of bore Numbers well/tube well by suitable method for all diameters - consultancy charges for ground water survey report writing for recommended location including transportation for local survey. The survey will be done by suitable method. 05 nos suitable site will be identified, and best would be recommended for drilling. charges for suitable site selection 5500/5= 1100.00/-

Supplying, assembling, lowering and fixing Metre in vertical position in bore well un- plasticized PVC bore well casing pipe (plan/perforated as per requirement at site) of required dia and pressure of 6kgs/sq.cm conforming to IS: 12818, including hire & labour charges fittings & accessories etc all complete, for all depts., as per direction of Engineer-in-charge (i) for 175mm (7 inches) nominal dia

Drilling of bore well of 165 mm dia RM (6.50inches) with suitable Hydraulic Rig for specified depth in all types of oil and rock mechanically with all contractors tools, plants, material and labour transportation etc. upto - Drilling of bore well of 165 mm dia (6.50 inches ) upto depth of 30 meters

Drilling of bore well of 165 mm dia RM (6.50inches) with suitable Hydraulic Rig for specified depth in all types of oil and rock mechanically with all contractors tools, plants, material and labour transportation etc. upto - Drilling of bore well of 165 mm dia (6.50 inches ) from depth 31 to 60 meters SECUNDERABAD DIVISION-ENGG/SOUTH CENTRAL RLY

Drilling of bore well of 165 mm dia RM (6.50inches) with suitable Hydraulic Rig for specified depth in all types of oil and rock mechanically with all contractors tools, plants, material and labour transportation etc. upto - Drilling of bore well of 165 mm dia (6.50 inches ) from depth 61 to 90 meters

Drilling of bore well of 165 mm dia RM (6.50inches) with suitable Hydraulic Rig for specified depth in all types of oil and rock mechanically with all contractors tools, plants, material and labour transportation etc. upto - Drilling of bore well of 165 mm dia (6.50 inches ) from depth 91 to 120 meters

Drilling of bore well of 165 mm dia RM (6.50inches) with suitable Hydraulic Rig for specified depth in all types of oil and rock mechanically with all contractors tools, plants, material and labour transportation etc. upto - Drilling of bore well of 165 mm dia (6.50 inches ) from depth 121 to 150 meters

Drilling of bore well of 165 mm dia RM (6.50inches) with suitable Hydraulic Rig for specified depth in all types of oil and rock mechanically with all contractors tools, plants, material and labour transportation etc. upto - Drilling of bore well of 165 mm dia (6.50 inches ) from depth 151 to 180 meters

Drilling of bore well of 165 mm dia RM (6.50inches) with suitable Hydraulic Rig for specified depth in all types of oil and rock mechanically with all contractors tools, plants, material and labour transportation etc. upto - Drilling of bore well of 165 mm dia (6.50 inches ) from depth 181 to 210 meters

Drilling of bore well of 165 mm dia RM (6.50inches) with suitable Hydraulic Rig for specified depth in all types of oil and rock mechanically with all contractors tools, plants, material and labour transportation etc. upto - Drilling of bore well of 165 mm dia (6.50 inches ) from depth 211 to 240 meters

Drilling of bore well of 165 mm dia RM (6.50inches) with suitable Hydraulic Rig for specified depth in all types of oil and rock mechanically with all contractors tools, plants, material and labour transportation etc. upto - Drilling of bore well of 165 mm dia (6.50 inches ) from depth 241 to 270 meters Total 2838280.26