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| 1 | Earth work in hard / dense soils in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 m2 on plan including disposal of excavated earth upto 50 m lead and lift upto 1.5 m disposed soil to be levelled and neatly dressed etc., as required andas directed by the Engineer-in-charge, complete. |
| 2 | Dismantling existing one side check railing to the rails of B.G. track (wooden / PSC sleepers) with 52 kg/90 R rails including removing all rails, check bolts and nuts, check blocks, fittings, fastenings etc., including stacking the released rails and fittings etc., withina lead of 30 m 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. |
| 3 | 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., within a lead of 30 m at 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. |
| 4 | Removing C.C. Blocks in pavements carefully without damaging the blocks and reuse the same wherever necessary including removing the mortar joints around block and stacking them within a lead of 50 m. as required and as directed by the Engineer-in-charge complete. |
| 5 | Dismantling RCC/PCC to the required lines and levels 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 debris with a lead of 50 m including cutting the reinforcement bars and stacking the useful materials, handing over the bars to stores etc., as required and as directed by the Engineer-in-charge complete. |
| 6 | Linking of B.G.track with 60kg/52Kg/90R rails on new Prestressed concrete sleepers with M+7 density with grooved rubber pads, M.S.liners and elastic rail clips including spreading of concrete sleepers, pairing and seating rails, bolting joints for unwelded joints and fixing with liners and elastic rail clips to the gauge, slewing to the alignment, levelling etc., including all leads and lifts, tools and plant etc., as required and as directed by the Engineer-in-Charge, complete (labour charges only) |
| 7 | Linking of Points and crossings B.G. Track 1 in 8½ with 52Kg / 90 R rails on PSC layout with optional bearing plates,gauge, cant etc., complete at site as per the IRS drawing including spreading special size sleepers to the correct spacing, seating, switches, crossings and joining rails with bolts and nuts spiking, check railing opposite to wing rails, fixing point lever box with locking arrangements cutting and drilling holes to rails wherever necessary slewing to the alignment, nominal level, packing with ballast, joining the approaches etc., including all leads and lifts etc., as required and as directed by the Engineer-in-Charge, complete including tools, plant and labour charges only. |
| 8 | Supplying and stacking of machine crushed granite metal ballast of 50 mm size at site of work along permanent way tracks as required and as directed by the Engineer-in-Charge, complete with all leads and lifts. All labour and materials. |
| 9 | Spreading ballast of granite metal along and across the p-way tracks within a lead of 50 m and lift of 2 m. Under traffic working conditions including tools etc., as required and as directed by the Engineer-in-Charge complete. Labour charges only. |
| 10 | Drilling holes upto 32 mm dia. to B.G. Rails web 90R/52/60 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 30 m and lift as required for drilling holes by means of drilling machine, stacking the drilled rails within 30 m as required complete including tools, plant. |
| 11 | Gas cutting rail flanges of 60 / 52 kg at p-way yard / stack yardincluding supply of necessary gas, handling, cutting, tools and plant etc.,as directed by the Engineer-in-Charge complete.All labour and materials. |
| 12 | Check railing one sideto the rails of the B.G. Track with 90 R / 52 kg/60 rails, wooden / PSC layout, positioning of check rails 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. |
| 13 | Packing B.G railway track of pre-stressed concrete sleepers with metal ballast / gravel / crushed 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 etc., as required and as directed by the Engineer-in-Charge complete under traffic conditions including plant, tools and labour charges only. |
| 14 | a)First Packing. |
| 15 | b)Second Packing |
| 16 | c)Third Packing |
| 17 | Supply of welding portions passed by R.D.S.O including supply of Pre-fabricated moulds and other associated accessories like vent pipe etc., complete by road from firm\"s works to the port railway yards nearest to the site of work including insurance, loading etc., as directed by the Engineer-in-Charge, complete. All labour and materials,but excluding unloading and stacking at destination for use in A.T welding |
| 18 | Conversion of single rails/SWR to 3 rails panels or longer panels on cess/insitu by alumino Thermit S.K.V Process Welding including supply of skilled / Artisan staff like welder, moulder, chipper, lutter, aligner, striker / hammer man and adequate Nos. of semi-skilled labour and supplying petrol @ 1.6 litres / joint for facilitating welding works on track by shifting the joint sleepers up to 30 cm. on either side, providing suitable gap of about 23 mm to 25 mm by pulling back of rail including removing keys, spikes and other fastenings as required and re-fixing the same after welding, cleaning the rail ends, fixing the petrol tank & heating the rail ends by railway / approved contractors equipment and chipping excess materials if required, bringing the shifted joint sleepers to the specific spacing and packing them to the required specification as directed including adjustment of required for welding, aligning, levelling etc., complete including contractor\"s own files for filing after welding in running track etc., as directed by the Engineer-in-Charge, complete. All labour and materials,. But excluding supply of welding portions. |
| 19 | 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, tamping or vibrating, finishing, curing etc.,as required & as directed by the engineer in charge complete. All labour and materials. |
| 20 | Transportation of railsup to a distance of 5 km lead, points and crossings and P. Way fittings of 52 kg / 90 of varying lengths not exceeding 13 m (42\"-8\") 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 within 30 m lead at nominated area as directed by the Engineer-in-Charge complete including tools, plant and labour charges. |
| 21 | Transportation of pre-stressed concrete sleepers upto distance of 5 km leadof 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 as directed by the Engineer-in-Charge complete including tools, plant and labour charges. |
| 22 | Transportation of Special size Pre-stressed concrete sleepers upto distance of 5 km lead for points and crossings and approach to any where in port area by lorry / by means of mechanical means (i.e., by crane) or other means including loading, unloading and stacking at nominated place as directed by the Engineer-in-charge complete including tools plant and labour charges. |
| 23 | Transportion ofdebris / excavated earth to a lead of 5 km including stacking, loading, unloading and levelling the unloaded materials at a place of unloading as required and as directed by theEngineer-in-chargecomplete. |
