Singareni Collieries Company Limited has published Maintenance Of Private Railway Siding Of Singareni Thermal Power Plant Of M/S Sccl Taking-Off From Mancherial Kzj-Bpq Section On Secunderabad Division Of Sc Railways For Two Years (2020-21 And 2021-22) At Stpp, Jaipur (V&M), Mancherial Dist, T.S.. Submission Date for this Tender is 28-10-2020. Track Work Tenders in MANCHERIAL Telangana. Bidders can get complete Tender details and download the document.
| S.No | Subwork Name | Specification Number | Quantity | UOM | Rate(INR) | Amount(INR) |
|---|---|---|---|---|---|---|
| 1 | boq | 45.0 | 500.00 | RMT | 17.90 | 8950.00 |
| c) Third and final through packing providing full ballast cushion and final ballast profile. (Unit Track Metre) | ||||||
| 2 | boq | 44.0 | 500.00 | RMT | 21.49 | 10745.00 |
| b) Second through packing providing full ballast cushion and proper ballast profile. [At the end of second round of through packing, ballast cushion shall be 20 cm to 25 cm]. (Unit Track Metre) | ||||||
| 3 | boq | 43.0 | 500.00 | RMT | 41.18 | 20590.00 |
| Manual through packing of newly laid tracks including derailing switch, 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 sleeper track, all care be exercised to ensure that the slepers 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. [At the end of first round of through packing, ballast cushion shall be 15 cm to 20 cm]. (Unit Track Metre) | ||||||
| 4 | boq | 42.0 | 2.00 | Set | 942277.67 | 1884555.34 |
| Supply of BG 1 in 8.5 Turnout, Fan shape design to RDSO drg no T-4865 made from 60kg 90 UTS, T-12(1st quality) rails, 6400mm curved switch to RDSO drg no T-4966 and CMS crossing to RDSO drg no T-4967/1 suitable for track circuiting including all fittings (Excluding PSC Sleepers set) complete with all materials including 60 kg 1st quality lead rails, fish plates and fish bolts etc. and all fittings suitable for PSC sleepers suitable for motor point, check rails etc including all lead and lift along with stacking in SCCL Site area as directed by the engineer as a complete job. All fittings for points and crossings etc. including gauge tie plates for switch and crossing and stretcher bars etc., shall be insulated to suit track circuiting of the turn out. (Number of LH & RH sets will be as per approved yard plan) | ||||||
| 5 | boq | 41.0 | 1000.00 | Cum | 12.60 | 12600.00 |
| Conveyance charges for Departmental Stone / Metal - Beyond 5 KM and up to 30 KM (Rate/KM) Note: Unloading/ stacking charges need not be paid for this material. | ||||||
| 6 | boq | 40.0 | 1000.00 | Cum | 129.36 | 129360.00 |
| Conveyance charges for Departmental Stone / Metal - Up to 5 KM Note: Unloading/ stacking charges need not be paid for this material. | ||||||
| 7 | boq | 39.0 | 500.00 | Cum | 116.76 | 58380.00 |
| Conveyance charges for Departmental Stone / Metal - Up to 4 KM Note: Unloading/ stacking charges need not be paid for this material. | ||||||
| 8 | boq | 38.0 | 500.00 | Cum | 104.16 | 52080.00 |
| Conveyance charges for Departmental Stone / Metal - Up to 3 KM Note: Unloading/ stacking charges need not be paid for this material. | ||||||
| 9 | boq | 37.0 | 500.00 | Cum | 87.96 | 43980.00 |
| Conveyance charges for Departmental Stone / Metal - Up to 2 KM Note: Unloading/ stacking charges need not be paid for this material. | ||||||
| 10 | boq | 36.0 | 500.00 | Cum | 75.76 | 37880.00 |
| Conveyance charges for Departmental Stone / Metal - Up to 1 KM Note: Unloading/ stacking charges need not be paid for this material. | ||||||
| 11 | boq | 35.0 | 500.00 | cum | 44.10 | 22050.00 |
| Conveyance charges of Earth - Lead Upto 2 KM. Note:- 1). Loading charges to be applied for manual loading only. 2). Unloading/ stacking charges need not be paid for this material. | ||||||
| 12 | boq | 34.0 | 1000.00 | cum | 31.50 | 31500.00 |
| Conveyance charges of Earth - Lead Upto 1 KM. Note:- 1). Loading charges to be applied for manual loading only. 2). Unloading/ stacking charges need not be paid for this material. | ||||||
| 13 | boq | 33.0 | 1500.00 | Cum | 56.80 | 85200.00 |
| Earthwork excavation by machinery where Mass excavation with large quantity is involved for buildings, major pipe line works, etc., in all soils up to SDR and stone matrix including cutting and loading in tippers with all lifts etc., complete | ||||||
| 14 | boq | 32.0 | 15000.00 | Sqm | 3.20 | 48000.00 |
| Clearing light jungle / Shrub jungle | ||||||
| 15 | boq | 31.0 | 1500.00 | Cum | 24.70 | 37050.00 |
| Filling with excavated earth (excluding rock)/ Sand in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310) (Excluding cost of sand) | ||||||
| 16 | boq | 30.0 | 300.00 | Cum | 173.70 | 52110.00 |
| Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead up to 50m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting, etc. complete for finished item of work as per SS - 20 B (APSS 308). - Ordinary Soil-Manual Means-Up to 3 m depth | ||||||
| 17 | boq | 29.0 | 2.00 | Each | 11899.86 | 23799.72 |
| Supply of combination fish plates (4 Nos per set) as per Drawing no. T696 to T699 including nuts, bolts and washers. 52 Kg /60 KG | ||||||
| 18 | boq | 28.0 | 2.00 | Each | 10014.31 | 20028.62 |
| Supply and installation of Point Lever Box with pull rod to RDSO MA -3040 (m) including commissioning, adjusting clearances, throw of switches etc., complete | ||||||
| 19 | boq | 27.0 | 50.00 | each | 124.53 | 6226.50 |
| SGCI Inserts for 60 Kg rails as per RDSO DRG. No. T-381 with upto date Alterations | ||||||
| 20 | boq | 26.0 | 25.00 | each | 120.01 | 3000.25 |
| Making new pockets of 65mm x 45mm x 120mm depth as required for grouting additional Inserts over the existing concrete surface of beam of Track Hopper | ||||||
| 21 | boq | 25.0 | 100.00 | each | 170.64 | 17064.00 |
| Grouting of SGCI Inserts in the existing hole on beam of Track Hopper with ARALDITE GY-257, HARDENER HY-840, HARDENER HY-960 and QUARTZ SAND in the proportion of 100:50:2:400 by weight upto the required depth for laying of track with 60 Kg rail over 10mm thick continuous rubber pads as per RITES Drg. The rate is also inclusive of chipping of existing pockets, if necessary to group the Inserts at proper level. | ||||||
| 22 | boq | 24.0 | 50.00 | joint | 27.31 | 1365.50 |
| Joggling of welds using joggled fishplates and fixing 2 far-end fish bolts including grinding of weld risers and other projections on rail to enable seating of Joggled FP properly including oiling of fish bolts, greasing of fishing planes of joggled fish plates, adjusting sleeper spacing to avoid damage of sleepers due to weld, etc.. | ||||||
| 23 | boq | 23.0 | 50.00 | Each | 328.57 | 16428.50 |
| Cutting of 52 kg / 60 kg rails to plumb using contractors abrasive disc cutter to correct square with contractors labour tools and equipment, consumables all leads and lifts etc., complete as per specifications and as directed by the Engineer in-charge. | ||||||
| 24 | boq | 22.0 | 500.00 | Each | 79.05 | 39525.00 |
| Drilling of 26.5/32 mm dia holes in the web of 52 Kg/ 60 Kg/ 90R rails at correct location and also chamfering of holes using contractors drilling machine, drill bit sets, chamfering kit tools and equipment, template, labour, consumables, all leads and lifts complete etc., as per specifications and as directed by the Engineer-in-charge. | ||||||
| 25 | boq | 21.0 | 500.00 | RMT | 355.24 | 177620.00 |
| Laying and linking of Broad gauge P.Way track 52kg/60 kg on straight and curves on formation, ballasted deck bridges with Rails and PSC sleepers and special PSC sleepers for ballased deck bridges and curves, with their complete fittings such as grooved rubber pads, liners, ER clips etc. at specified sleeper density as directed by the Engineer-in-charge suitable for FP/SWR/LWR tracks etc. including handling of Rails, PSC Sleepers at site, cutting of Rails, pairing and butting, drilling fish bolt holes, initial packing to Rly.s standards and picking up slacks. The rate includes all free lead (of 50m), lift, loading, unloading, ascent , descent, cost of contractors labour, tools & plants etc required for execution of above work. The rate includes greasing of Inserts, ERCs & liners with contractors grease. Note: a) 90% payment shall be made on the basis of completion of work certified by Engineer. Rest 10% shall be released after trial run of Locomotive and/or Rolling stock, Commissioning and rectifying the defects noticed during/ after trial run/ rolling. b) Payment for linking of Ballastless track for POL siding also shall be made under this item. (Unit Track Metre) | ||||||
| 26 | boq | 20.0 | 500.00 | RMT | 48.34 | 24170.00 |
| Dismantling the existing B.G Track 52kg/60kg/90R free rails/welded panels laid on PSC/any other sleepers laid in any sleeper density duly releasing the rail/sleeper fittings such as elastic rail clips, rubber pads, rail screws, liners, bearing plates, keys, cotters, fish plates, fish bolts and nuts without causing any damage to the P.way materials, segregating item wise, Leading and stacking the material at nominated places with in the limits of proposed track linking workswithout causing any infrigement to the proposed alignment with all contractors labour,tools,all lead and lifts involved and crossing of track if required complete as directed by the engineer incharge. Note: Before dismantling, inventory of the P.Way materials should be taken jointly by the representative of agency, SCCL & RITES. Contractor should sign the initial inventory as a token of his acceptance. The contractor is responsible for safe custody of the released materials until they are handed over to SCCL and proper accountal is given. (Unit Track Metre) | ||||||
| 27 | boq | 19.0 | 1000.00 | Kg | 74.66 | 74660.00 |
| Supplying misc. small track fittings (iron work) as per RDSO standard drawings like spacer bars, anchors, packing plates etc. | ||||||
| 28 | boq | 18.0 | 200.00 | Each | 52.30 | 10460.00 |
| Supply of Rail Screws to RT-4153 for bridge guard rail . | ||||||
| 29 | boq | 17.0 | 50.00 | Set | 4121.68 | 206084.00 |
| Supply of Joggled Fish plates with holes, fishbolts & nuts for 60 Kg rail as per RDSO Drg T-5849 with latest alterations (one set includes 2 fish plates and four bolts & spring washers) | ||||||
| 30 | boq | 16.0 | 200.00 | Each | 67.74 | 13548.00 |
| Supply of Elastic Rail Clip-J conforming to IRS specification No.T-31-92 with latest corrigendum as per drg.No.T-4158 of RDSO with latest alteration. | ||||||
| 31 | boq | 15.0 | 500.00 | Each | 23.62 | 11810.00 |
| Supply of end cut 60 kg Glass filled nylon 66 insulating liner confirming to RDSO Drg. No. T-3706 with latest alterations and as per IRS Specification T-44-1995 with latest alterations. | ||||||
| 32 | boq | 14.0 | 100.00 | Each | 47.70 | 4770.00 |
| Supply of class - I fish Bolts and nuts suitable for 60 Kg rails. | ||||||
| 33 | boq | 13.0 | 3000.00 | Cum | 268.20 | 804600.00 |
| Labour charges for leading, spreading and packing of 40/50mm stone ballast with a lead up to 50M and extra lift of 4M over the initial lift of 3m including all labour charges operational charges and incidental charges, including all tools and equipment required for finished item of work Complete as directed by Engineer-In-charge | ||||||
| 34 | boq | 12.0 | 500.00 | Each | 21.90 | 10950.00 |
| Metal liners for use with ERC mark â??III with flat toe on 60 kg PSC sleepers with 60 kg rails. | ||||||
| 35 | boq | 11.0 | 2000.00 | Each | 28.90 | 57800.00 |
| GR sole plates 6mm thick with horns for 52Kg/60Kg Rails on 60Kg PSC Sleepers | ||||||
| 36 | boq | 10.0 | 2000.00 | Each | 9.90 | 19800.00 |
| Supply of class-I GFN Liners for 60 Kg rails. | ||||||
| 37 | boq | 9.0 | 200.00 | Each | 50.90 | 10180.00 |
| Supply of elastic rail clips MK-III for BG PSC sleepers | ||||||
| 38 | boq | 8.0 | 50.00 | Each | 1261.80 | 63090.00 |
| Supply of Class-I fish plates for 60 Kg rails - 610mm long. | ||||||
| 39 | boq | 7.0 | 2000.00 | Rm | 294.30 | 588600.00 |
| Deep screening of ballast of BG plain Track by the way of removing the entire stone ballast including muck lying in the track below and between shoulder sleepers, under sleepers and on the shoulders to a maximum depth of 250mm , limiting the digging up to original formation level only, supporting the track temporarily with wooden blocks for passing the trains at a restricted speed of nonstop 20KMPH while the work is in progress and putting back the screened clean ballast on the track and lifting of track as required so as to get a clean cushion of 250mm, shifting of sleepers to correct spacing including removal and refixing of fittings wherever necessary to M+4 / M+7 / M+9 density squarring of sleepers including 1 kutcha packing aligning, dressing / lowering the cess to deep screened depth with contractors labour, tools etc with all leads and lifts and as directed by Engineer-In-Charge as per special conditions noted here under. 1. The muck removed during screening shall be led sufficiently away from track cutting as directed by the Engineer-In-charge, in case of bank the earth shall be neatly spread on cess bank for widening of cess / mucking of cess / bank profile. 2. The work of deep screening shall be operated in part or in full based on the direction of Railways. Non operation of the items in full / part shall not entitle the contractor for any claim / compensation. 3. The screening of ballast shall be done using inclined screens made of square mesh of specified size. Using of wire basket shall not be permitted. 4. The entire stone ballast means the ballast available on the track between toe points on either side and the ballast from its top level to original formation level. 5. The depth of digging shall be limited to original formation level only. In case existing cushion (clear + cacked up) upto original formation level is less than 200 / 250 / 300 mm, the balance cushion shall be made good by lifting the track to pre-decided rail level. NO extra payment shall be made for such lifting done subsequently to achieve 250mm ballast cushion. | ||||||
| 40 | boq | 6.0 | 10000.00 | Cum | 66.80 | 668000.00 |
| Transportation of coal from heaps formed in railway yard to the bunkers with all lifts and a lead upto 2 km including loading and unloading as directed by the Engineer in charge:- | ||||||
| 41 | boq | 5.0 | 10000.00 | Cum | 149.30 | 1493000.00 |
| Removal of Spillage coal from the Railway Track including excavation and depositing the same in designated locations with in the yard with all lifts and leads as directed by the Engineer-in-charge | ||||||
| 42 | boq | 4.0 | 2.00 | Set | 1728.20 | 3456.40 |
| Labour charges for replacement of William stretcher bars including brackets, bolts and nuts etc., as directed by the Engineer-in-charge including removing the damaged William stretcher bars/ brackets, bolts and nuts etc., and handing over the same at Department stores. | ||||||
| 43 | boq | 3.0 | 2.00 | Set | 21302.40 | 42604.80 |
| Labour charges for replacement of switches as directed by the Engineer-in-charge including removing the damaged switches and handing over the same at Departmental stores | ||||||
| 44 | boq | 2.0 | 2.00 | Each | 9284.50 | 18569.00 |
| Labour charges for dismantling and Replacement of points and crossings including sleepers with all fittings and ballast including tight packing etc., complete as directed by the Engineer-in charge including handing over the damaged points and crossings and sleepers at Departmental stores. | ||||||
| 45 | boq | 1.0 | 1000.00 | KM per Month | 37971.60 | 37971600.00 |
| Maintenance of track to Railway standards including correcting alignment defects, keeping rails in required level, maintaining gauge with in permissible limits, through packing of sleepers once in 6 months, straightening of the tie bars, pulling back creep, squaring of sleepers and providing contractors creep anchors, lubricating rail joints, greasing switches, Daily foot inspection by contractors key man of competent person, Providing clear visibility, Protection of track for safety, cleaning of drains periodically, replacement of isolated broken rails, sleepers, fittings etc., making up the embankment at times of rain cuts and erosions, protection of track boundaries, track and track fittings and co-coordinating with South Central Railway for getting track fitness certificate by the Contractor as per scope of work as indicated in invitation of tender. Note:- 1. The approximate length of siding to be maintained as equated KMs length of Railway track. 2. Equated KMs means length of track + allowances given for points and crossings etc. as per Railways standards. 3. The contractor should indicate the Number and category of maintenance force that would be deployed by him daily/ weekly/ monthly. The minimum strength of maintenance force for every 8 KMs shall be Gangmen-10, Keyman-1, Mate-1. Further contractor shall engage one Gang man extra for every additional 1KM length of track and part thereof. Besides the contractor has to engage qualified Site Engineer. The contractor or his authorised representative should be available at time of emergencies, like de-railment etc. The gang mate should interact regularly with concerned CHP authorities to assess or to know about emergencies/de-Railments/track defects etc . and to attend immediately. 4. The required materials like rails, sleepers, points and crossings etc. will be issued to the contractor at any stores of the concerned area. The same have to be transported to work spot at his own cost. The removed materials are to be handed over in the Main stores/ sub-stores at the cost of the contractor only. 5. The material if any damaged due to improper maintenance and handling has to be replaced by the contractor at his cost. |
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