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| 1 | Transportation of rails, points and crossings and P.Way fittings of 60 kg/52 Kg/90R of varying lengths not exceeding 13m (42\"-8\") upto a distance of 5KM to anywhere in port area by lorry or other means including carriage and handling, loading and unloading by mechanical means (i.e. by crane) and stacking with in 30m lead at nominated area etc., as required and asdirected by the engineer-in-charge complete, including tools, plant and labour charges. |
| 2 | Transportation of pre-stressed concrete sleepers Up to a lead of 5KM of B.G. track size 2750 x 154 / 270 x 235 mm to anywhere in port area by lorry or other means including carriage and handling, loading, unloading by mechanical means (i.e. by crane) and stacking at nominated place etc., as directed by the Engineer-in-Charge complete including tools, plant and labour charges. |
| 3 | Removal of Consolidated Coal cargo in Hard/Dense soil by mechanical means including disposal of excavated coal cargo materials upto a lead of 4KM and disposal of the materials as required and as directed by the Engineer-in-Charge complete. |
| 4 | Dismantling existing PSC B.G. Track laid with 52 Kg / 90 R rails including removing all rails, PSC sleepers, fittings, fastening etc., including stacking the released rails, sleepers and fittings etc., with in a lead of 30m at nominated place or yard, lift etc.,as required and as directed by the Engineer-in-Charge,under traffic working conditions including tools, plant and labour charges only. |
| 5 | Dismantling existing check railing to the rails of B.G. track (wooden / PSC sleepers) with 52kg/90R rails including removing all rails, check bolts and nuts, check blocks, fittings, fastenings etc., including stacking the released rails and fittings etc., within a lead of 30m at a nominated place or yard, lift etc. complete as required and as directed by the Engineer-in-Charge under traffic working conditions including tools, plant and labour charges only. |
| 6 | For both sides Rails at level crossing |
| 7 | For one side Rails at curve portion |
| 8 | Linking of B.G. track with 60Kg/52 kg / 90 R rails on new pre-stressed concrete sleepers with M+7 density with grooved rubber pads, MS. Liners, and elastic rail clips including spreading of concrete sleepers, pairing and seating rails, bolting joints for unwelded jointsfor unwelded and fixing with liners and elastic rail clips to the guage, slewing to the alignment, levelling, all leads and lifts etc., as required and as directed by the Engineer-in-Charge, complete including tools, plant and labour charges only. |
| 9 | Gas cutting rail flanges of 90 R / 52 kg at p-way yard / stack yard as directed by the Engineer-in-Charge including supply of necessary gas, handling, cutting, tools and plant etc., complete. All labour and materials. |
| 10 | Drilling holes upto 32 mm dia. to B.G. Rails web 90 R/52 kg of B.G. track, at p-way stores / stack yard as directed by the Engineer-in- Charge including handling of rails in full length (upto 13 m) within a lead of 30m and lift as required for drilling holes by means of drilling machine, stacking the drilled rails within 30m as required and as directed by the Engineer-in-charge,complete including tools, plant. All labour and materials. |
| 11 | Check railing to the rails of the B.G. Track with 90 R / 52 kg rails, wooden / PSC layout, positioning of checkrails inside, jointing, check bolting with check blocks, washers, spiking, cutting of rails, maintaining level, alignment etc., as required complete including drilling holes for fish joints to the rails, all leads and lifts as directed by the Engineer-in-Charge under traffic working conditions including tools and plant. Labour charges only. All labour and materials. |
| 12 | For both side rails |
| 13 | For one side rail at curved portion |
| 14 | Packing B.G railway track of pre-stressed concrete sleepers with metal ballast / gravel / crusher dust including lifting the track in stages so as to keep a ballast cushion of 25cm deep underneath the sleepers and packing the sleepers below the rail seat, slewing to the alignment 2nd packing throughout the length of the sleepers, slewing to the final alignment, to the required cant, gauge, level, picking up slacks, boxing and dressing complete as directed by the Engineer-in-Charge under traffic conditions including plant, tools and labour charges only. All labour and materials. |
| 15 | First packing |
| 16 | Second packing |
| 17 | Third packing |
| 18 | Supplying and stacking of machine crushed granite metal ballast of 50 mm size at site of work along permanent way tracks asrequired and as directed by the Engineer-in-Charge, complete with all leads and lifts. All labour and materials. |
| 19 | Spreading ballast of granite metal along and across the p-way tracks within a lead of 50 m and lift of 2 m and as directed by the Engineer-in-Charge. Under traffic working conditions including tools etc., complete. Labour charges only. |
| 20 | Supply of fusion AT Welding portions and welding of rail joints for works/ Conversion of single rail panel to three rail panels on cess/situ including finishing, testing and cost transporatation of portion and other associated equipment complete by road from firm to workshop to the site of work including insurance loading and unloading and stacking at distination of 60kg dry mould and supply of skilled/Artisan staff like welder, moulder, chiper, cuttter aligner, strikes/hammer man & adequate nos of semi skilled and unskilled labour and supplying petrol @ 1.6 litres/ joint for facilitating welding works on track by shifting the joint sleepers up to 30cm on either side providing suitable gap of about 23mm to 25mm by pulling back of rail including removing keys ,spikes, other fastenings required and refixing the with same/ missing fitting with new fastenings afer welding, clearing the rail ends, fixing the petrol tank and preheating the rail ends by Railways approved contractors equipment and chipping the excess materials if required, bringing the shifting joint sleepers to the specific spacing and packing them to the required specification as directed including adjustment of required gaps for welding aligning levelling etc,. complete including contractors own files for filling after welding on cess/on track. This item is also including hire of 10 sets of Joggled fish plates 52kg with bolts RDSO-T/5848. |
| 21 | Dismantling RCC/PCC to the required lines and level by using mechanical equipment of jack hammer including necessary compressor equipment, cutting bits, fuel, operator charges, tools etc., or any other equipment machinery and removing the debries within a lead of 50m including cutting reinforcement bars and stacking useful materials, handing over the bars to stores etc., asrequired and as directed by the Engineer-in-Charge complete. All labour and materials. |
| 22 | RCC M-30 (using 400 kg. of cement per M3 of finished concrete) for pre-cast units using 20 mm graded granite metal of approved quality as coarse aggregate and river sand as fine aggregate including mixing, depositing in position, tamping, finishing, curing cost of super plas ticizer etc., including necessary boxing as required, transportation to any where in Port area by lorry or other means up to and including 5 KM. lead handling, loading, unloading by mechanical means (i.e. by crane) lifting and placing in position etc., complete. All labour and materials but excluding cost of reinforcement. |
| 23 | Supplying, placing and maintaining in position ribbed tor steel or mild steel reinforcing bars varying from 6mm to 40 mm dia. including straightening, cutting, bending, tying grills with annealed steel binding wire of 18 guage(1.22mm dia.) including cost of binding wire, transportation to site etc., complete. All labour and materials. |
| 24 | Plain cement concrete M 20 mix using 20mm graded granite metal of approved quality as coarse aggregate and river sand as fine aggregate including mixing, depositing in position, vibrating or tamping, finishing, curing etc., in encasing rail posts and structural steel members, staircase steps, copings or similar type of works including boxing etc., as required and as directed by the Engineer-in-Charge complete. All labour and materials. |
| 25 | Supplying and filling in plinth with sand under floors including watering, ramming, consolidating and dressing etc., as required and as directed by the Engineer-in-Chargecomplete. All labour and materials. |
| 26 | Transportation of debris/excess earth to a lead of 4km including loading, unloading, stacking, and levelling at the unloaded place with initial lead & lift etc., as directed by the Engineer-in-charge complete. All labour and materials. |
