Indian Port Rail And Ropeway Corporation Limited Tender
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Indian Port Rail And Ropeway Corporation Limited - IPRCL Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date15 Jan 2025
Closing Soon28 Jan 2025
Tender AmountRefer Documents
Costs
EMD
₹ 27,48,924Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Inspection Measurement Correcting Parameters And Recouping Deficient Components Of Railway Tracks Under Kds Smpk And Construction Of Drain With Concrete Canvas As And Where Required Inclusive Of All Manpower Material Tools Plants And Equipment
Description
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Contact
Tender Id
2025_IPRCL_223709_1Tender No
IPRCL/KOL/SMPK/TRACK/2025/1Tender Authority
Indian Port Rail And Ropeway Corporation Limited ViewPurchaser Address
-Website
http://etenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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Description of items
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Monoblock Prestressed concrete sleepers(category I) to suit B.G 60 Kg. for Straight track (M+7) density vide RDSO Drg.No. T-2496/T-39 (with latest alterations, if any)
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3019
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Supply of PSC sleepers for level crossings as per RDSO Drawing No. T-4148 for 60 KG rail.
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Supply of Grooved Rubber Sole Plates for 1 in 12 turnouts for layout Drg no. T-4218 with latest alterations if any, complete set for the turnout as per IRS specification for Grooved Rubber Sole Plate (6mm thick) for placing beneath rails Sl. No. T-47-2006 with up to date corrigendum if any
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Supply of 52 kg CMS Crossing for 1 in 8½ PSC Layout conforming to Drg No. T-4867 with latest alterations complete with all parts as listed in the drawing (excluding fish plates, fish bolts & nuts, GRSPs, Liners and ERCs).
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Supply of 52 kg 1 in 8.5, 6400mm OR Switch confirming to RDSO Drg. No. T-4866/T-5353 with latest alteration, if any complete with all parts as listed in the drawing with check rails (excluding fish plates, Fish bolts & nuts, GRSPs, Liners and ERCs).
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Supplying at site of work including leading, loading, unloading and stacking PSC turnout sleepers and approach sleepers for fanshaped layout of 60 kg 1 in 8.5 turnout for B.G 60 Kg. (UIC) rail/52 kg rails to RDSO Drg. No. T-4865 Alt-5 (for general layout) and drawings thereof with latest alterations if any, complete set with contractor's labour, materials, tools & Plant, equipment and machinery, transport etc complete .
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340643
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Supply of P. way components:
Composite Grooved Rubber Sole Plates (CGRSP) to RDSO Drg. No. T-6618
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50
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Supply of Grooved Rubber Sole Plates for 1 in 8.5 turnouts for layout Drg no. T-4865 with latest alterations if any, complete set for the turnout as per IRS specification for Grooved Rubber Sole Plate (6mm thick) for placing beneath rails Sl. No. T-47-2006 with up to date corrigendum if any
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41526
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Supply of 60 kg 1 in 8.5, 6400mm Overriding Curved Switch confirming to RDSO Drg. No. T-4966/T-5353 with latest alteration, if any complete with all parts as listed in the drawing with check rails (excluding fish plates, Fish bolts &nuts, GRSPs, Liners and ERCs).
Note: Rails will be issued free of cost by the employer.
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109416
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Supply of Point Clamp for 60Kg 1 in 8½ Point & Crossing Fan Shaped Layer as per Drg. No. T-838 Alt-1.
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1828
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Supply of 60 kg CMS Crossing for 1 in 8 ½ PSC Layout conforming to Drg No. T-4967 with latest alterations complete with all parts as listed in the drawing (excluding fish plates, fish bolts & nuts, GRSPs, Liners and ERCs).
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251577
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Supply of 60 kg CMS Crossing for 1 in 12 PSC Layout conforming to Drg. No. T-4220 with latest alterations complete with all parts as listed in the drawing (excluding fish plates, fish bolts & nuts, GRSPs, Liners and ERCs).
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310161
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Supply of Fish plates one meter long as per standard drawing of RDSO 52 KG rail (As per RDSO Drg. No. T-5915/ T-5850 )
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1629
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Supply of fish bolts with nuts for 60 KG, 52 KG rails as per RDSO Drawing No.T-1899, T-11501.
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78
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Supply of P.Way Components
ERC to RDSO Drg. No.T-3701
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89
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Supply of P.Way Components
ERC "J" to RDSO Drg. No.T-4158
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98
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Supply of Fish Plates
60 KG as per Drawing No. T -1898
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1685
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Supply of Fish Plates
52 KG as per Drawing No. T -090(M)
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1062
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Supply of Combination fishplates for 60 Kg x 52 Kg rails as per RDSO Drg. No. T- 696, T-697, T-698 & T-699 with fish bolts ,nuts & washers complete and conforming to IRS -T-6.
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13264
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Supply of joggled fish plates (2 No. per set) with 4 pair clamps, 4 No. Bolts & Nuts and 8 No. special washers.
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3613
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Supply of P.Way Components
Combination GFN liners to RDSO Drg. No.T-3707 and T-3708.
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41
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Supply of P.Way Components
GFN Liners to RDSO Drg. No. T-3706.
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12
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End cut GFN liner - 52 kg
Manufacture & supply of end cut 52 kg Glass filled nylon 66 insulating liner confirming to RDSO Drg. No. T-3702 with latest alterations and as per IRS Specification T-44-1995 with latest alterations. Note-End cut is to be done for glued joint as per RDSO drawing No. T-4322 with latest alteration complete.
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20
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Supply of safety euipments( safety jacket,safety shoes, clubs,safety glasses, halemt (with company name).
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500000
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Manufacturing supplying and fixing retro reflective sign boards made up of 2mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type-IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class-2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25mmx25mmx3mm along with theft resistant measures, mounted and fixed with 2 nos. M.S. angles of size 35mmx35mmx5mm to a vertical post made up of ISMC 100x50 @9.56kg/m welded with base plate of size 100mmx100mmx5mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical ISMC support to be painted in black and white colours). Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including fixing in ground with 1:2:4 cement concrete base of 450mmx450mmx450mm including all leads and lifts etc. complete as per drawing, specification and direction of Engineer-in-charge. Note – In case fixing is not done and supply is taken, the rate to be paid @ 80%.
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Cautionary and warning sign boards of equilateral triangular shape as per para 918(2) of IRPWM having each side of 900mm Speed Breaker Board of size 600mmx 200 mm with support length of 3650mm
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8274
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Warning sign Board for unmanned LC para 916(2) of IRPWM of size 525x675mm with support length of 3300mm
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7071
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Caution Indicator board of fish tail type as per Annexure 8/4 para 807 and 808 of IRPWM of size 400x1400 mm with support length of 3650mm
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8498
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Speed Indicator board as per Annexure 8/4 para 807 and 808 of IRPWM of size 1.0m side triangle for various speeds of 10, 20, 30, 45, 60, 75, 80, 90 kmph with support length of 3600 mm
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7895
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Whistle board on the approaches of LC as per Annexure 9/5 para 916(1) of IRPWM of size 600mm x 600mm with support length of 4300 mm
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10352
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Description of items
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Through packing of points and crossings, derailing switches including gauging, fittings recoupment, ballasting as required, elimination of sag and to the required alignment after Deep Screening as per procedure prescribed in latest edition of IRPWM complete as per direction of Engineer-in-charge.
Note: This work shall be operated in exceptional cases with written approval at DEN level when UNIMAT is not available and immediate packing is required to pass train over it.
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1 in 8½ PSC layout
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10239
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Slewing and realigning of curves under traffic line block condition, as directed by Engineer in-charge with contractor's labour, tools & plants, as required with general lift up to 25mm including one round of through packing, ballast profiling, loosening/tightening of P.Way fittings, if required and other incidental works.
Note: Payment will be made based on average slew calculated in each 50m length of track by averaging absolute values of positive and negative value of slews.
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PSC Sleeper track - Maximum slew up to 50mm
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111
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Lifting of track upto 150 mm in stages of not more than 50 mm at a time including two round packing with contractor's labour, tools & plants, as required.
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298
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Lubrication of fish plated rail joints under traffic, by using Grease Graphite Grade 'O' (IS:408) and Black oil supplied by contractor, for all types of rail sections as per procedure laid down in latest version of IRPWM and as directed by Engineer In charge.
Note: Release U/S bolt & nuts is to be deposited back. If any fish bolts is jammed it should be cut with chisel and hammer and replaced with fresh fish bolt supplied.
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For 610 mm long fish plates.
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63
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Removing weeds & bushes in ballast section and cess up to 3.95m from centre line of track in mid section & station yard, as specified by Engineer in-charge including disposal of branches, bushes outside cess/yard.
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13
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Cess repair/widening work as per RDSO Specifications and guidelines RDSO/2020/GE: IRS-0004 or latest in running line with suitable soil to the designed profile The work shall include uprooting and disposing of all the vegetation, benching at every 30 Cm vertical height, earthwork in benching portion and compaction using suitable slope vibratory Rollers/Compactors etc. to achieve prescribed MDD.
Note:
1. Payment of cess repairs shall be based on the quantities worked out
from the cross sectional calculations only and worked out from the initial ground levels before doing benching and final levels as done for new embankment. The earth work in benching portion shall not be paid extra as the same has been included in the rate.
2. The earth work shall be started only after Completing of the
benching and certified.
3. The benching Work shall be done for a maximum height of 1.50 m at any time based on the progress of earthwork starting from toe of the embankment.
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271
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Cleaning side drains in cuttings by the side of track (Kutcha or Pucca) including disposal of the debris, soil, muck etc. outside the cutting (That is, outside the start or end of the cutting along the track) using material trolley/rail mounted truck/ other suitable arrangements, as directed by the engineer-in-Charge with contractor's labour, tools & plants as needed. Rates include all lead and lift involved in leading and dumping the muck outside the cutting. The cleaning of drain will involve in cleaning the drain itself, and any soil muck on its side obstructing flow of water from the track into the drain, or from the side of the cutting into the drain.
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226
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Earthwork in excavation manually in formation, side drains etc., in the alignment including leading usable cut spoils up to 200M and making formation in filling using the cut spoils, site clearances, setting out and demarcation, disposing off surplus unusable cut spoils as per directions of the Engineer and top and side dressing to provide final formation as per designed profile. The rate shall not include cutting of trees with girth above 30CM and compaction, which shall be paid separately.
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242
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Day to day Monsoon patrolling by petrolars/gang during heavy rain/storm.
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476
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Garbage cleaning
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127
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Slack picking of joint sleepers and 3 approach sleepers on either sides giving required lift to make up general track level, packing and profiling as directed.
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505
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Manual deep screening of Plain track/ turnouts as per procedure
prescribed in IRPWM, June 2020 or latest, on PSC sleepers of any density and throwing away screened muck arising out of screening on toe of bank or on cess, if low or on spoil banks above top of cutting (including throwing and leveling, if required beyond minimum 5m from the edge of cutting which are up to 3m deep or alternatively carting it up to 50m for disposing it off beyond cutting or platforms) as per direction of Engineer in-charge, including cutting cess for effective drainage on both sides, one round of kutcha packing with screened ballast and
further attending to track parameter to make track fit for 20 kmph speed complete in all respect.
Note : Payment shall be made for length along main line only for
turnouts.
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Depth of 200 mm below bottom of sleeper for Turnouts
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668
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Depth of 200 mm below bottom of sleeper - For Plain Track :
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417
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First or Second Through Packing of track of all sleeper density
including giving a general lift, as desired to eliminate sag after Deep Screening work, lifting of track, lowering of track and major realignment of curves and formation rehabilitation as per procedure prescribed in latest edition of IRPWM.
Note: General lift is normally 25 mm and isolated lift may be up to 50 mm.
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For PSC Sleeper Track with Sleeper Density of 1540
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111
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Third or subsequent Through Packing of track for all sleeper density including picking of slacks, as required after second through packing, subsequent to Deep Screening work as per procedure prescribed in latest edition of IRPWM. This item can also be used after lifting/regrading/realignment works also.
Note: General lift is normally 25 mm and isolated lift may be up to 50 mm.
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For PSC Sleeper Track with Sleeper Density of 1540
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86
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Systemic overhauling of track under traffic as per procedure
prescribed in latest edition of IRPWM , including removing the crib ballast in 50mm to 75mm depth below bottom of sleeper and complete shoulder ballast without breaking core under the bottom of sleeper, to recover clean ballast by screening on wire mesh and disposing off the muck including throwing & leveling, if required beyond minimum 5m from the edge of cutting which are up to 3m deep or alternatively carting it up to 50m for disposing it off beyond cutting or platforms away from the track, as directed by Engineer in-charge including cutting & making up the cess and ensuring proper drainage slope and then reinserting cleaned ballast into track and compaction of shoulder and crib ballast by wooden mallet and dressing / profiling ballast as per railway specifications.
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For PSC sleeper Track with Sleeper Density of 1540 sleepers/Km or more
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158
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Extra over Items 132011 to 132014 for working in yards
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41
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Replacement of any type of sleepers in track with PSC sleepers lying on cess or at Bridge Approaches for casual renewal at isolated locations with all fittings complete to specified gauge & cross level with contractor’s tools including packing and dressing of ballast, as directed by Engineer in-charge. Released materials shall be neatly stacked and handed over at specified location within an average lead of 250 m or near either side of Bridge approaches as directed.
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Locations other than Ballasted Deck Bridge
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423
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Renewal of Switch Rails (Tongue rails, Stock rails and fittings) of all rail sections, under line block conditions ensuring proper housing & changing of stretcher bars and fittings as required. Work also includes drilling of hole, if any, and leading of rails laying anywhere in station yard to site of work. Released switch rails shall be stacked at indicated place in a countable manner within the lead of 250m & all lift, clear of infringements, crossing of track, if any complete, as directed. with contractor's vehicles, consumables, stores, labour etc. complete, as directed by engineer in-charge.
Note:
1).One set means Two Tongue rails and Two Stock rails
(2) One tongue & stock rail shall be considered as 1/2 set.
(3) One tongue rail or one Stock rail shall be considered as 1/4 Set.
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1 in 8½ Switch Assembly
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12020
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Renewal of CMS Crossing of all rail sections with CMS crossing or with WCMS crossing complete with fastenings including replacement of worn-out rubber pads, liners and ERC, as required. All the released materials shall be stacked at specified location in a countable manner within the lead of 500m & all lift, clear of infringements, crossing of track, if any complete, as directed. with contractor's vehicles, consumables, stores, labour etc. complete, as directed by engineer incharge.
Note: Rail cutting and drilling shall be paid separately under relevant
item.
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1 in 8½ Turnout
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3430
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Insertion of rails of all types & length in track, laid on any type &
density of sleeper to the specified gauge under traffic block. Rates include fastening of rail with sleepers with standard set of fastenings and fixing of fish plates and bolts or, if required, providing gap for welding and stacking of released material without infringement within 250m as directed by Engineer-in-Charge.
Note: Rail drilling and cutting to be paid separately.
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For Casual/Scattered Rail Renewal work
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33
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Pulling back of rails / panels on running track for creep adjustment or other incidental activities by removing and re-fixing all the fittings, and fastenings including squaring of sleepers and slack picking of displaced sleepers, as directed.
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For rail panel above 13 metre & up to 40 metre length
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35
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Cutting / cropping of rail of 52Kg – 72 UTS or lighter section, manually and perfectly vertical with contractor’s labour, hacksaw blade and tools & plants.
Note:
1.Manual cutting should be used only in emergencies with prior
permission of sectional ADEN where machine cutting can not be
arranged in time.
2.Cutting of Rails with blade and forcing to part by using other means to break the rails is prohibited.
3.Rails should be cut right through hacksaw blades only.
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In-situ situation
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259
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Drilling of hole of different diameter and chamfering, in rail of any section and any UTS manually only in emergencies with contractor's labours, tools & plants, consumables etc.
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Hole of dia. 26.5mm and above
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250
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Lubrication of ERCs and its liner contact area by removal of ERCs and Metal / GFN liners in rail panel, cleaning of rust / scale of ERC, Metal / GFN liners & SGCI insert by using wire brush, scrapper / sand emery paper etc supply and application of graphite grease, as prescribed by Railway for under side of liners & corresponding area of rail foot & SGCI insert with ERCs and re-fixing the same as per procedure prescribed in latest edition of IRPWM with contractors grease and all other tools & plants complete and as directed.
Note: Each ERC in this item shall constitute 1 ERC and its Liner
Contact area.
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3
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Through Fitting Renewal (TFR) on PSC track, comprising of renewal of Grooved Rubber Pads, Liners and ERCs without damaging PSC sleepers. Scope includes removal of all fittings, cleaning of rail seat, rail flange at liner seats, and eye of Inserts with wire brushes and applying Grease Graphite Grade "O" (IS:408) to eye of insert and central leg of ERC with contractor's grease of Railway’s specification, fixing all fittings in correct position and sealing liner edges with grease all complete including collection and stacking of released materials at
nominated locations within SSE Jurisdiction as directed by Engineerin-Charge.
Note: All the fittings will be supplied at SSE/Stores/Depot.
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21
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Fixing Joggled Fish Plates with bolt / clamp (supplied by Railway from nearest SSE Store) in running track conditions at welds on rail, as directed by engineer in-charge (drilling of holes in rail, if required, shall be paid separately).
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With Clamps
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140
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Collection, segregation and stacking of various scattered P.Way
materials at nominated stacking location with serviceable and unserviceable ones separately within a lead up to 500 metre and lift up to 5 metre including crossing of track(s) wherever necessary as directed by Engineer-in-Charge.
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Rails, switches, crossings, SEJ, Glued Joints, Check Rails etc.
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340
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All type of PSC sleepers
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372
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Carrying out day to day inspection of track by Key-man with equipments.
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-
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Handling, lifting and leading of ballast from stacks within lead up-to 50m,lift,ascent,descent,crossing Road/Rly lines etc. which have been duly measured and released for spreading and spreading the ballast on formation to ensure uniform and compact ballast cushion under the sleepers. The rate shall include spreading, line and level and maintaining of ballast as per Railway specification. Spreading of ballast on formation will be done as decided by Engineer in charge and ballast stacks have been released for spreading. Quantity of ballast used and payment thereof shall be made for the net quantity of ballast.
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105
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Handling, lifting and leading of ballast from stacks with lead beyond 50m and up to 200 m,lift,ascent,descent,crossing Road/Rly lines etc. which have been duly measured and released for spreading and spreading the ballast on formation to ensure uniform and compact ballast cushion under the sleepers. The rate shall include spreading, line and level and maintaining of ballast as per Railway specification. Spreading of ballast on formation will be done as decided by Engineer in charge and ballast stacks have been released for spreading. Quantity of ballast used and payment thereof shall be made for the net quantity of ballast.
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96
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Handling, lifting and leading of ballast from stacks with lead beyond 200m and up to 1000 m,lift,ascent,descent,crossing Road/Rly lines etc. which have been duly measured and released for spreading and spreading the ballast on formation to ensure uniform and compact ballast cushion under the sleepers. The rate shall include spreading, line and level and maintaining of ballast as per Railway specification. Spreading of ballast on formation will be done as decided by Engineer in charge and ballast stacks have been released for spreading. Quantity of ballast used and payment thereof shall be made for the net quantity of ballast.
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188
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Handling, lifting and leading of ballast from stacks with lead beyond 1000m and up to 5000 m,lift,ascent,descent,crossing Road/Rly lines etc. which have been duly measured and released for spreading and spreading the ballast on formation to ensure uniform and compact ballast cushion under the sleepers. The rate shall include spreading, line and level and maintaining of ballast as per Railway specification. Spreading of ballast on formation will be done as decided by Engineer in charge and ballast stacks have been released for spreading. Quantity of ballast used and payment thereof shall be made for the net quantity of ballast.
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208
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Attending emergencies with skilled manpower capable of working on track also during emergencies like landslide and derailments (Estimated 100 men in each instance, ten days in one year)
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905
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Providing Road Vehicle mentioned below for the use of Engineer/Employer as per the Conditions mentioned in Clause 3.4.2 & 3.4.3 of Chapter 3 (Site Facilities for the Employer and the Engineer) of Section 5 Work's Requirement) of Tender Documents. Note: The provisions of clause 12.3.1 (a) (ii) of Section 6 (GCC) of the Contract shall not be applicable for appropriateness of new rate for this item.
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-
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Mahindra BOLERO Camper type or similar
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57722
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Extra for running and maintenance of every additional km over and above 4000 kms as specified in item 9003 (b)
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12
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Description of items
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-
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Alumino thermit welding of 60kg/52 kg rail joints or combination joints of 60kg/52kg rail by pre-heat (SKV) welding technique using compressed air petrol/LPG for preheating, three piece pre-fabricated moulds (Zircon washed) single shot crucible fitted with automatic tapping thimbles with all labour, materials including supply of portion, tools and plants, aligning of rails, placing & fixing of mould, preheating, welding, mechanised trimming, grinding with profile grinder (including riser), testing, marking, painting with one coat of high build epoxy paint (two pack conforming to RDSO specification no. M&C/PCN-111/88) on the welded area up to 10 cm on either side. The work is to be completed in all respects as per IRS: T-19-2012 with latest updates and in accordance with “RDSO Manual for Fusion Welding of Rails by Alumino Thermic Process with up to date correction Slips in free rails or 3/10/20 rail panels. The work to be done under supervision of trained welding supervisor and carried out by trained welder having valid competency certificate from RDSO/TPP, Lucknow. Ultrasonic testing of welded joints shall be paid separately under relevant items. Note: 1) In case only portion is supplied by the contractor but welding is not done the rate shall be payable @ 60% of the item rate. 2) In case welding portion is supplied free of cost by IPRCL, the rate shall be payable @ 40% of the item rate. 3) The above provision in note (1) & (2) shall be operated with the specific approval of CPM.
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-
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for 52kg, 72/90 UTS rails
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7935
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for 60kg, 72/90 UTS rails
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8427
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Carrying out USFD testing of Alumino Thermic (AT) welds on all types of rails, using 0º (2 MHz) double crystal; 70º (2 MHz) 20mm x 20mm single crystal probe for head & flange testing; 2 nos. 45º (2 MHz) single crystal with tandom rig for testing from rail top to bottom & for half moon testing and 70º (2 MHz) 20mm x 20mm side looking probe by NBC (Need Based Concept)method under traffic conditions as per provisions of IR’s "Manual & Specifications for Ultrasonic Testing of Rails and Welds" & related instructions duly marking the defects, submission of daily reports and storing back-up data as specified & directed. The rates are inclusive of contractor’s men, materials & machines complete unless otherwise specified and directed :
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-
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Track having upto 3 rail panels
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188
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Description of items
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-
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Earthwork in excavation by mechanical means (Hydraulic Excavator)/Manual Means for foundations and floors of the bridges, retaining walls etc. including setting out, dressing of sides, ramming of bottom,
getting out the excavated material, back filling in layers with approved material and consolidation of the layers by ramming and watering etc. including all lift, disposal of surplus soil upto a lead of 300m, all types of shoring and strutting with all labour and material complete as per drawing and technical specification as directed by Engineer in charge.
Note: This item will be used for excavation work in connection with other miscellaneous works also. like side drains, foundation for OHE masts and other miscellaneous structures in connection with Gauge Conversion, Doubling, New lines
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-
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All kinds of soils
240
183
48580.8
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Ordinary rock
120
382
50542.8
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural
sources : 6 graded stone aggregate 20 mm nominal size
derived from natural sources)
90
6101
605396.7
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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
210
7468
1729037.1
... More
Centering and shuttering including strutting, propping etc. and removal of form for : All types of bridge sub-structures, e.g. pier, abutment, wing wall,
retaining wall, RCC box type foundations, Abutment cap, Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc. up to 5m above ground level
1260
602
836614.8
... More
Supply of steel reinforcement of approved brands/makes for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more of approved brands/makes
24727.5
86
2364196.28
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