Chennai Port Trust Tender
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Chennai Port Trust - CPT Tender
Civil Works Others
Transportation and Logistics
Eprocure
Opening Date7 Nov 2024
Closing Date9 Dec 2024
Tender Amount₹ 51,32,89,124
Costs
EMD
₹ 1,02,66,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_ChPT_834006_1Tender No
T/JDC/61/2024/ETender Authority
Chennai Port Trust ViewPurchaser Address
-Website
http://https://www.chennaiport.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
a) Available Earth
700
315
220640
b) Available Debris
3250
252
819487.5
1.03 Dismantling the existing damaged Plain Cement Concrete works at marshalling yard area, JD east and wherever required in Rich mix as existing at site of work and wherever required without damaging the nearby structures to the required level and handing over the retrieved materials such as reinforcement/ Structural steel etc., if any to the Port’s Store anywhere inside the harbour Premises including stacking the debris within a lead of 50m for re-transportation and disposal all as directed including all labour, tools, equipments, fuel, transport, etc. complete.
1830
2348
4297846.5
1.04 Dismantling the existing Plain Cement Concrete works at marshalling yard area, JD east and wherever required in Lean mix as existing at site of work and wherever required without damaging the nearby structures to the required level including stacking the debris within a lead of 50m for re-transportation and disposal all as directed including all labour, tools, equipments, fuel, transport, etc. complete.
5660
1450
8210679
1.05 Removing and stacking the Sand available at demolished warehouse area with in a lead of 1 Km all as directed including all labour, tools, equipments, fuel, transport, etc. complete.
3750
46
173437.5
1.06 Dismantling the existing water bound macadam (WBM) with Soling layer of varying thickness as existing at site of work and wherever necessary to the required size, shape and level all as directed at site all as per relevant specifications and stacking the debris within a lead of 50m for re-transportation and disposal including all labour, tools, equipments, plant, fuel, etc., complete.
50
839
41960
1.07 Cutting the existing Asphalt /Bitumen layers above/below ground level including stacking within a lead of 50 m for re-transportation and disposal including all labour, tools, equipments, plant, fuel, etc., complete.
50
1378
68900
1.08 Dismantling the existing brickwork of pump room, well above/below ground level to the required level and wherever required and as directed including depositing the debris within a lead of 50m for re-transportation and disposal including all labour, tools, tackles, equipments, plants etc., complete.
360
1987
715572
1.09 Demolishing RR masonry by manually/ mechanical means including stacking of serviceable material and disposal of unserviceable material within a lead of 50m for re-transportation and disposal including all labour, tools, tackles, equipments, plants etc., complete.
65
2372
154202.75
1.10 Earth work excavation in ordinary soil, sand, clay mixed with roots, boulders weighing individually less than 250 Kg, debris, rubbish etc., as existing at site of work for foundations of Drains / Cable chase, road and wherever required including dressing of sides, ramming of bottom, all as per relevant specification, depositing the excavated earth with in a lead of 50m for re-transportation, including shoring, strutting, dewatering, if any, including all labour, tools, tackles, equipments, plants, fuel etc., complete.
-
-
-
a) up to 1.50m depth
47400
46
2192250
b) beyond 1.5m depth
100
46
4625
1.11 Conducting CBR tests on In-Situ Soil Samples by Mobilising & Demobilising the Equipments, , collect soil samples (wherever collection of soil sample is feasible) from test location at the Levels as directed, in mould to match lab CBR test mould size, perform unsoaked / soaked lab CBR tests (IS:2720 (Part 16) & IS:9669), index tests, on soils, lab test data analysis, Recommendations of CBR value for Pavement design as per IRC code and Presenting the report in triplicate and soft copy including all labour, materials, lab facilities, tools, tackles, equipments, plants, fuel etc., complete.
20
25133
502660
1.12 Carrying out Plate load test as per IS: 9214-1979 (Reaffirmed 2007) at various locations on the ground for Pavement area to ascertain the bearing capacity of the ground for a minimum capacity of 30T/sq.m. including all labour, materials, lab facilities, tools, tackles, equipments, plants, fuel etc., complete.
10
39353
393530
1.13 Compaction of ground at marshalling yard area and wherever required with maximum of 6 passes of 8-12 tonnes power roller including filling depression occurring during rolling, including cost of all labour, hiring of HOM of machineries, fuel etc., complete. as per specification.
101200
3
328900
1.14 Construction of Subgrade by providing gravel/moorum as per MoRTH specifications spreading in uniform layers at marshalling yard area wherever required including all labour, materials, tools, tackles, equipments, plants, fuel etc., complete.
2400
1310
3146040
1.15 Construction of granular sub-base by providing Close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers manually on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per MoRT&H technical specifications clause 401 conforming to Grading-I (Table 400-1) all as directed including all materials, labour, tools, equipment, transport, fuel etc., complete.
22100
2842
62809305
1.16 Providing and Construction of Dry lean concrete base course over a prepared sub base with coarse and fine aggregate conforming to IS 383, the size of coarse aggregate not exceeding 25mm, aggregate cement ratio not to exceed 15:1 and agregate gradation after blending to be as per table 600-1, Cement content at 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not be less than 10 Mpa at 7 days, loading materials to batch mix plant, transported to site laid with paver with electronic sensor, to the required grade, level and alignment, compacting with 8-10 tonnes vibratory roller, finishing and curing including cost of all materials, labour, lead and lift, hire charges of machineries etc, complete with all lead of mixed material (Compacted thickness of 150mm) and as per MoRT&H technical specifications clause 601 conforming to Grading (Table 600-1) and as directed including all materials, labour, tools, equipment, transport, fuel etc., complete.
14660
3918
57448875
1.17 Providing and construction of unreinforced, dowel jointed plain cement concrete pavement over a prepared sub base with 43 grade cement at 400Kg/m3 of M40 grade, flexural strength 4.5Mpa as per IRC 15-2017 using coarse and fine aggregate conforming to IS 383, coarse aggregate not exceeding 25mm and mixed in a cement concrete batch mix plant of appropriate capacity as per approved mix design, transporting to site laid with a fixed form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, cradle for dowel bars, admixture, as approved, finishing to the required lines, levels, grades and alignment, textured with appropriate method finishing and curing including cost of all materials, labour, lead and lifts, hire charges of machineries etc., complete as per MoRT&H technical specifications clause 602.
Compacted thickness of 300mm. Material requirement per cum* Cement= 400Kg., Metal= 0.9cum, CS sand= 0.45cum, steel dowel bars=9.17 kg., tie bars= 1.051kg (* subject to Mix design) Note: The Concrete groove will be formed 50X50mm whereever railway line will come.
29970
8805
263888847
1.18 Providing and laying Plain Cement Concrete of mix 1:4:8 (1 Cement: 4 CS sand: 8 hard granite graded stone aggregate of 40mm nominal size) in volumetric proportions for levelling course for drains, cable chase etc., and wherever required all as per relevant specification, drawing and as directed including mixing, transporting, placing, ramming, consolidating, dewatering if any, curing etc., including all materials, labour, tools, plants, equipments, fuel, etc. complete.
370
6572
2431695.5
1.19 Centering and shuttering including strutting, propping etc. and removal of form work for drain, cable chase base slabs, side walls, insitu cover slabs etc., including all materials, labour, tools, plants, equipments, fuel, etc. complete.
-
-
-
a) Base slab
890
378
336731.5
b) Side walls/Kerb wall
8680
812
7055104
c) Insitu cover slab
1520
927
1409420
1.20 Providing and laying Reinforced Cement Concrete of mix 1:1.5:3 (1 cement: 1.5 C.S.sand : 3 Coarse aggregate) using hard granite graded stone aggregate of 20mm nominal size in volumetric proportions for RCC drain / cable chase base slab, side walls, in-situ cover slab, retaining wall etc., all as per relevant specification drawings and as directed including mixing, transporting, placing, vibrating, curing etc., including all materials, labour, tools, equipment, machinery, fuel etc., complete.
Note: Providing Steel reinforcement will be measured and paid for separately under relevant item.
1780
8727
15534505
1.21 Providing and laying Reinforced Cement Concrete of mix 1:1.5:3 (1 cement: 1.5 C.S.sand : 3 Coarse aggregate) using hard granite graded stone aggregate of 20mm nominal size in volumetric proportions for insitu cover slab etc., all as per relevant specification drawings and as directed including mixing, transporting, placing, vibrating, curing etc., including all materials, labour, tools, equipment, machinery, fuel etc., complete.
Note: Providing Steel reinforcement will be measured and paid for separately under relevant item.
240
8727
2094540
1.22 Providing and laying Reinforced Cement Concrete of mix 1:1.5:3 (1 cement: 1.5 C.S.sand : 3 Coarse aggregate) using hard granite graded stone aggregate of 20mm nominal size in volumetric proportions for casting, transporting and placing precast cover slab 100mm thick etc., all as per relevant specification drawings and as directed including mixing, transporting, shuttering, placing, vibrating, curing etc., including all materials, labour, struting, tools, equipment, machinery, fuel etc., complete.
Note: Providing Steel reinforcement will be measured and paid for separately under relevant item.
100
10349
1034925
1.23 Providing and laying Reinforced Cement Concrete of mix 1:1.5:3 (1 cement: 1.5 C.S.sand : 3 Coarse aggregate) using hard granite graded stone aggregate of 20mm nominal size in volumetric proportions for casting, transporting and placing precast cover slab 300mm thick etc., all as per relevant specification drawings and as directed including mixing, transporting, shuttering, placing, vibrating, curing etc., including all materials, labour, struting, tools, equipment, machinery, fuel etc., complete.
Note: Providing Steel reinforcement will be measured and paid for separately under relevant item.
240
10349
2483820
1.24 Supplying, fabricating and placing in position HYSD Fe 500 D or more Grade TMT steel bars as reinforcement for all RCC works wherever required, including handling, cutting, bending and tying with 1.25mm dia black annealed steel binding wire, all as per relevant specification and as directed including all materials, labours, tools, equipments, fuel etc., complete.
Note: The rate shall be inclusive of cost of steel, binding wire and fabrication charge etc., complete. Binding wire will not be measured for payment purpose.
254.75
104050
26506737.5
1.25 Refilling with available excavated earth excluding boulders, rubbish, debris etc., in sides of drain, Cable Chase and wherever required in layers not exceeding 200mm thick all as per relevant specifications and as directed, including consolidating the deposited earth in layers by watering and ramming including all labour, tools, equipment, etc., complete.
360
189
68076
1.26 Preparing the surfaces and Providing plastering in Cement Mortar 1:3 (1Cement : 3 CS sand) 12mm thick for Flooring of drain/ chase and wherever required to the required finish, plastering with addition of super plasticiser (Fosroc or Equivalent) as per manufacturer's specification and as directed including all materials, labour, tools, equipments, curing etc., complete
2060
423
873028
1.27 Preparing the inner surface of side walls of drain/cable chase and retaining wall etc., providing plaster in cement mortar 1:4 (1cement : 4 CS sand) of 12mm thick to the required finish, plastering with addition of super plasticiser (Fosroc or Equivalent) as per manufacturer's specifications, drawings and as directed including all materials, labour, tools, equipments, scaffloding, curing etc., complete.
4760
344
1641248
1.28. Supplying, transporting, fabricating and fixing in position of M.S. angle ISA 75x75x8mm, 500mm long welded with M.S.flat 50x8mm/75x8mm/100x6mm in cable chase for cable/pipe line support as shown in drawing, cutting pockets of size 150mmx150mm and depth 150mm including providing PCC 1:1.5:3 (1 Cement: 1.5 CS sand : 3 Coarse aggregate) using hard granite stone aggregate of 20mm nominal size in volumetric proportions for filling the pockets and as directed, curing, all labour, materials, tools, equipments, fuel, etc., complete.
Note: If the specified size of structural members are not available in the market, the nearest size may be used after approval of the Nodal officer.
8140
102
833943
1.29 Preparing the surfaces of new steel members and painting with two coats of synthetic enamel paint (make Asian or equivalent) of approved quality and colour to give an even shade over a coat of primer all as directed including all materials, labour, brushes, tools, tackles, equipments etc., complete.
Note:
1.Necessary painting co-efficient shall be allowed as per Ch.P.A.engineering manual.
2.The above quantity is inclusive of painting co-efficient.
70
174
12211.5
1.30 Preparing the newly plastered outer wall surfaces of drain/kerb wall and painting with two coats of synthetic enamel paint (make Asian or equivalent) of approved quality and colour to give an even shade over a coat of primer all as directed, including all labour, materials, brushes, tools, equipments, etc. complete.
Note:
1.Necessary painting co-efficient shall be allowed as per Ch.P.A.engineering manual.
2.The above quantity is inclusive of painting co-efficient.
1220
174
213317
1.31 Providing 150 mm dia Core cutting method in the existing RCC/PCC drain wall without damaging the existing structure for fixing 110mm dia PVC pipe for the dosposalof rain water from the yard to drain including collecting and disposing the debris/ rubish including making good the disturbed portion if any, all as directed including all labour, materials, tools, equipments, transport, fuel etc., complete.
50
1000
50000
1.32. Providing and fixing good quality rigid / unplasticised PVC pipe of 110mm/75 mm outside diametre (Supreme / Trubore / Finolex / Varun or its equivalent) and capable of withstanding pressure of 4kgf/sq.cm at required level as per relevant specifications, drawings including fixing the pipes in correct alignment as directed including all labour, material, equipments, tools, plants, etc. complete.
-
-
-
a)110mm dia - 200 mm long at 3m interval
675
72
49005
b) 110 mm dia -1400 mm long
10
306
3064.5
c) 75mm dia - 500mm long
515
79
41174.25
1.34 Loading, transporting the Surplus earth/debris dumping within a lead of 5 Km outide Port premises as directed, including all labour, transport, tools, equipments, fuel, etc, complete. Note: 1. The tenderer shall maintain trip sheets in triplicate in Port’s approved format at his own cost for the quantity of surplus earth transported. 2. Payment will be based on lorry cubical content after deduction of 20% for voids. However, for final payment, the quantity will be restricted to earth work excavation quantity.
-
-
-
a) Surplus earth
47140
315
14858528
b) Debris
8015
252
2020982.25
1.35 Providing Brick work with common burnt clay F.P.S. (modular) bricks of class designation 7.5 in Cement Mortar1:4 (1 cement : 4 coarse sand) for drain wall and as per specification, Curing, carriage for all leads and as per direction including all labour, material, tools, plants, equipment, transport, fuel etc., complete.
80
6275
502072
1.36 Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes 450 mm dia including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 CS sand) including testing of joints etc. all as directed including all labour, material, tools, plants, equipment, transport, fuel etc., complete.
80
2946
235680
2. RAILWAY WORKS AT MARSHALLING YARD
-
-
-
2.1 Dismantling and stacking of existing LWR/SWR track, removing rails, sleepers, fish plates, cutting of rails, segregation and stacking of released Rails, Sleepers and fitting at nominated location in countable manner within a lead of 500m, all as specified and as directed including all labour, tools, plants, equipment, transport, fuel etc., complete.
1526
193
295586.2
2.2 Dismantling the existing B.G. points and crossing 1 in 8.5/1 in 7.18 for 52/60kg rail track and removing the stock rail, tongue rail, lead rail, crossing set, point box and its accessories, running / lead rails and guard rails, fish plates, fixtures etc as existing at site of work and as directed conveying all the said rails, fixtures etc., to stock yard / RSD yard within a lead of 250 m all as directed including all labour, tools, equipments, transport, fuel, etc., complete.
2
27155
54310.6
2.3 Removing the existing ballast by mechanical means from the track and stacking the same within a lead of 1 Km for transportation and disposal without damaging the nearby structures all as per relevant specifications and as directed including all labour, tools, tackles, equipment, plants, fuel etc., complete.
1960
191
376222
2.4 Supplying, tranporting and stacking of 60 Kg T12 Quality IU grade flat footed rails all as per IRS specification with Latest ammendment. Note: 1. Supply will be subject to approval before acceptance.
2. The supply should be accompanied with third party inspection certificate from RITES. The charges for the third party inspection should be beared by the Contractor/Supplier.
3. The test certificate from manufacturer / Government approved lab should be accompanied by the Contractor/Supplier.
184
74979
13796255.6
2.5 Supplying and laying of 1 in 8.5 switch portion from SRJ to CMS crossing for 60 kg rail track including lead rail, stock rail, Tongue rail, check rail, CMS crossing with proper alignment by providing grooved rubber sole plate to entire switch portion and MS bearing/chair plates for sleeper No. 1 to 13 alone, all as per RDSO number with IRS specification including stock rail, tongue rail, CMS crossing, check rails, GFN liners with ER clips for entire switch portion, to be fixed with 3 nos stretcher bars and manually operated point box with connecting rod and locking cotter set 2 Nos including laying of lead rails, providing holes in the rail by machine for connecting the rails and stretcher bar all as per IRS specifications and including all labour, materials, tools, fuel, equipments, machineries etc., complete’
2
681885
1363771
Note: 1) Only fish plate, lead rail will be supplied by the Chennai Port at free of cost from department stores. 2) All other materials like stock rail, tongue rail, check rail, stretcher bars, point box, connecting rods, CMS crossing, MS bearing plate, grooved rubber sole plate / GFN liner / ER clip for entire switch portion shall be supplied by the Contractor.
3) Also providing of MS bolts, nuts, washers for fish plate bearing/chair plates/ connecting rod/stretcher bar etc., are on the contractor part.
4) The RDSO number for all items are given below:
1 in 8.5, 60 kg Fan shaped curved switch RDSO-T-4966, CMS crossing T-4967, Tongue(right & left) RT-4966/1, Stock (right & left) RT- 4966/1, Bolt (25x140mm) T-1899, Stretcher bar leading RT-4981 to 4982, Stretcher 1st following RT- 4983 to 4984, Stretcher 2nd following RT- 4985 to 4986, Sleeper crossing 1 in 8.5 from 1 to 13 T-4967, GFN liner 60 kg T- 3706, ER Clip MK III T- 3701
Grooved rubber sole plate 1 in 8.5 60 kg (one set consist of) T - 4614 -156 Nos, T - 4615 - 16 Nos, T – 4897 - 1 No, T – 3907 - 4 Nos, T – 4977 - 20Nos, T – 4876 - 6 Nos, T – 4722 - 12 Nos, T – 4896 - 1 No, T – 4897 - 1 No, T- 4898 - 1 No, T – 4899 - 1 No, T – 4900 - 1 No, 220 Nos
5) Out of 10 sets 6 sets are left turn out and 4 sets are right turn out. Rate quoted is including transporting and unloading at site. 6) The supply should accompany with necessary thrid party inspection certificate for stock rail, tongue rail, CMS crossing, groved rubber sole plates and GFN liner from RDSO / RITES.
7) 75% of payment will be released as a advance from the quoted rate for the particular item after receving the materials at site along with necessary third party inspection certificate and accepting the same by the department. The advance will be adjusted while paying the item payment
-
-
-
2.6 Supplying, transporting and stacking of 60 kg PSC sleeper as per IRS specification with RDSO number 8747 (latest ammendments) including transporting of sleeper from casting yard to inner harbour and unloading at site of work and including all labour, fuel, equipments, etc., complete.
Note: 1.The supply should be accompanied with third party inspection certificate from Zonal Railway engineer. The charges for the third party inspection should be borne by the Contractor/Supplier.
2. The test certificate from manufacturer / Government approved lab should be furnished by the Contractor/Supplier.
2120
3234
6856928
2.7 Supplying, transporting and stacking of PSC crossing sleepers for 1 in 8.5 switch portion (sleeper from SRJ entry to Crossing exit) for 60 kg rail track as per IRS specification with RDSO number T 4865 Alteration-6 (latest ammendments) including transporting of sleeper from casting yard to inner harbor and unloading at site of work including all labour, materials, transport, fuel, equipments, etc., complete.
Note: 1. The supply should be accompanying with third party inspection certificate from the Zonal Railway engineer. The charges for the third party inspection should be borne by the Contractor/Supplier. 2. The test certificate from manufacturer / Government approved lab should be furnished by the Contractor/Supplier.
2
385000
770000
2.8 Supplying of grooved rubber sole plate 6mm thick suitable for 60 kg rail to drawing No. RDSO T-3711 with latest ammendments all as per IRS specification including all labour, materials, transport, fuel, equipments, etc., complete.
Note: Third party inspection certificate from RITES/RDSO should be accompany with the supplied materials.
4330
44
193334.5
2.9 Supplying of GFN-66 liner with ERC (Elastic rail clip) MK-III (flat toe) as per drawing No. RDSO T- 3706 Ait-V for 60 kg (UIC concrete sleeper with 60 Kg rail) all as per IRS specification with latest ammentmends including all labour, materials, transport, fuel, equipments, etc., complete.
Note: Third party inspection certificate from RITES/RDSO should be accompany with the supplied materials
8490
23
195270
2.10 Supplying of Elastic rail clips MK III suitable for 60/52 Kg rails as per drawing No. RDSO T-3701 Alt IV and as per IRS specification No.T-31-1992 with latest amendments including all labour, materials, transport, fuel, equipments, etc., complete. Note: Third party inspection certificate from RITES / RDSO should be accompany with the supplied materials.
9220
89
822885
2.11 Supply of fish plate 0.60m length for 60 Kg rails as per RDSO T-1898 with latest amendments including all labour, materials, transport, fuel, equipments, etc., complete. Note: Third party inspection certificate from RITES / RDSO should be accompany with the supplied materials.
270
3522
951088.5
2.12 Supplying of M.S. square headed bolts and nuts half threaded of size 25mmx140mm conforming to RDSO No.T 1899 and 25mmx170mm and conforming RDSO latest ammendments for fixing of fish plates including all labour, materials, transport, fuel, equipments, etc., complete. Note: The Manufacture's test certificate/Test certificate from Government approved lab shall accompany with supply for each item. Necessary testing charges have to be borne by the Contractor/Supplier.
-
-
-
a) 25mmx140mm conforming to RDSO No.T 1899
420
92
38808
b) 25mmx170mm conforming to RDSO No.T 11603
120
92
11088
2.13 Supply of cast iron distance block suitable for 60/52 kg rail as per sample available in the department including all labour, materials, transport, fuel, equipments, etc., complete.
600
1260
756000
2.14 Drilling holes of 16 mm to 32 mm dia. with Rail Drilling machine including chamfering with appropriate chamfering tools in all types of rail section with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Rail Drilling Machine will be as per RDSO Specification No. TM/SM/3, dated 24.04.1991. Drilling holes upto 32mm dia to 60/52 kg BG rails by means of drilling machine, stacking, the drilled rails within a lead of 30m including all labour, materials, transport, fuel, equipments, etc., complete.
1080
64
70092
2.15 Quick cutting with abrasive rail cutter of all types of rail sections including wear resistant, head hardened rails up to 110 UTS, with contractors tools & plants, equipment, consumable with all lead & lift etc. complete as directed by Engineer in-charge. Abrasive Rail Cutter will be as per RDSO Specification No. TM/SM/1 (Rev. 01 of 2012) with latest status of RDSO; Rail Cutting Wheel Abrasive Disc will be as per RDSO Specification No.TM/SM/2 (Rev. 01 of 2020) including all labour, materials, transport, fuel, equipments, etc., complete.
-
-
-
a) 60 Kg - 110/90 UTS - Outside Track
50
270
13520
b) 52 Kg - 90 UTS - Outside Track
50
245
12267.5
c) 60 Kg - 110/90 UTS - On Running Line
50
342
17132.5
d) 52 Kg - 90 UTS- On Running Line
50
278
13905
2.16 Linking of BG track (except at LC, Bridges and SEJs) with any type of rail section and sleeper of specified density, and compacted with suitable roller, over prepared formation including leading free rails/welded panels available along the alignment on to formation, leading and spreading all fittings and fastenings, spreading of sleepers at specified spacing, squaring, placing of rails over sleepers and fixing rails to sleepers with all types of fittings and fastenings to correct gauge & alignment, lubrication of fittings and fastenings with grease as per IRPWM standards including deployment of Tamping Machine all labour, tools, consumables, with all lead, lifts etc. complete and raising, levelling and initial packing of track to make it fit for 30kmph and meet other pre requisite prescribed in Indian Railway Track Machine Manual Note: Rail cutting and Hole drilling shall be paid separately.
1350
290
392242.5
2.17 Assembling complete BG Turnout on staging, clear of infringements, to correct gauge and alignment as per standard drawings with all types of rail sections over PSC sleepers at specified locations, duly leading rails, special sleepers, switches, crossings with a maximum lead of 500m, all lift & crossing of track as required and testing points with S&T staff for throw of switch etc. at yard after levelling surface complete including lubrication of all fastenings, complete in all
respect.
Note:
1.Rail cutting and Drilling shall be paid separately
2. Required P.Way fittings/fastenings shall be supplied at the P.Way stores Laying and linking of 1 in 8½ turn outs of all types including diamond crossings & Derailing switches with 52Kg/60Kg rail sectionon PSC sleepers on prepared ballast bed for New lines or during total closure of section at indicated location as per standard drawing duly leading sleepers, rails, switches, crossings, fastenings including rail cutting, drilling, fixing of all components, fittings with housing of tongue rails as per requirement of signaling, preparing ballastbed, filling and spreading of ballast as required, linking of turn out with track, attending track parametres including lifting, providing one round of packing to make track fit for required speed including lubrication of fittings / fastenings, complete as directed by Engineer in-charge.
2
41245
82491.3
2.18 Fabricating of check rails of 52 Kg sections for providing to curves by cutting web of rail horizontally by gas, grinding for smoothening the cut edge and drilling of parabolic shaped holes to the web of check rails as per drawing and specification and as per directons of engineer in-charge with all abour, tools and materials complete. Note: 1. Rails shall be supplied by Port. 2. The both ends of head of check rails are to bent/cut as per drawing. 3. The released rail scrap shall be stacked neatly within alead of 500m. 4. Drilling of holes shall be paid under relevant item.
300
238
71475
2.19 Fixing of check rails on curves on track of all rail sections as per drawing and to correct alignment and level with Railways fastenings including leading of rails and fittings, crossing of tracks, greasing of plate screws with approved grease etc., as per drawing and directions of Engineer in charge with all contractors labour, tools, plants, machinery, consumables etc., complete. Note: Necessary of distance block bolts nuts fish plates will be paid in seperate items of this schedule
300
72
21645
2.20 Manufacturing and fixing buffer stop with Port supplied rails, cutting, including bending of rails as per plan including labour, tools, plants etc. and all lead and lift including crossing of track where necessary and all as per relevant specifications and as directed.
Note : Excavation, fixing rails in cement concrete, drilling of holes will be paid separately.
2
15277
30554.1
2.21 Supplying & Anticorrosive painting of rail out side track on rail bottom, web, foot and fishing plane with two coats of thickness of 100 microns each by bituminous black paint confirms to IS-9862 of reputed make including surface preparation, as a complete job as per procedure prescribed in latest edition of IRPWM and including all materials, labour, brushes, tools, tackles, equipments etc., complete..
-
-
-
a) For 60 Kg Rails
1350
64
87345
b) For 52 Kg Rails
300
57
17250
2.22 Loading, leading and unloading of 52Kg/60Kg rail upto 13 metre length by Railway's Rail Dolly/Dip Lorry to the nominated location under traffic with line protection incase road carriage is not possible with different lead with a lift up to 5 metre lead up to 500 metre
184
379
69901.6
2.23 Loading, leading and unloading of PSC Sleepers of 52Kg/60Kg by Department RailDolly/DipLorry to the nominated location under traffic in case road carriage is not possible for different leads and lift up to 5metres lead up to 500 metre
638
295
188720.4
2.24 Loading, leading and un loading of all types of P.Way fittings and all other miscellaneous material except Rails, sleepers, switches, crossings, SEJs and Glued Joints by road vehicles for different leads up to 5 Km. Note: Lead shall be the shortest motorable road length between the points of loading and unloading.
23
163
3765.1
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