Indian Port Rail And Ropeway Corporation Limited Tender

Mechanical Compaction of Earth and Blanket materials in layers of about 30 CM (or more or less) in loose state using vibratory compactor (of adequate capacity) so as to achieve compaction as per RDSO guideoines.

Supplying and fixing Bi-Axial Geogrid (100 KN/m X 100KN/m) over a sand layer complete all labour and material as directed by Engineer-in-charge. The laying and construction of the Geogrid basal reinforcement layer should be carried out as per IRC - 113. ( No additional payment for overlapping in joints will be made)

Conducting test for determination of California Bearing Ratio as per IS: 2720

Description

Earth work in excavation in foundation of bridges to desired profile including backfilling, compaction of back fill, and disposal of surplus earth as per directions of the Engineer.

Soil excluding rock.

Providing and laying M 10 cement concrete in foundation and floor using well graded stone aggregate of 40 MM nominal size.

Providing and laying Design mix control concrete M25/M30/M35/M40 in cast-in-situ RCC works of raft, pile cap, pier, abutment, well steining, RCC well kerb, well cap, pier cap, Jacketing, dirt wall, return wall, wing wall, fly wing wall, retaining wall, approach slab, foot path slab, wearing course, ballast retainers, RCC railing, inspection platform, pedestal, boxes and other miscellaneous works using well graded stone aggregate of 20 MM nominal size. Note: Extra @ 32% of the rate for concreting done for the jacketing work under this item shall be payable and shall deem to include cost of surface preparation, drilling of holes, insertion of dowel bars and grouting of holes etc. required for the work but exclude cost of dowel bars which shall be payable separately under relevant BOQ item.

Description

Supplying TMT Fe-500/Fe-500D* reinforcement steel conforming to IS:1786-1985 including decoiling, straightening, cutting, bending, placing in position, binding with 1MM dia GI binding wire.

Description

Supply of machine-crushed stone ballast on cess as per RDSO specifications for track ballast: IRS-GE-1 of June, 2004 from outside railway limits stacked in specified quantities alongside the proposed alignment on either side of track, in yards and at locations as per site requirement as directed by the Engineer.

Description

Supply of P.Way Components Composite Grooved Rubber Sole Plates (CGRSP) to RDSO Drg. No. T-6618

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 12 turnout for B.G 60 Kg. (UIC) rail/52 kg rails to RDSO Drg. No. T-4218 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 .

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

Supply of 60Kg rail’s monoblock BG PSC sleepers (category – 1) as per RDSO drawing and IRS specification T- 39-1985 with latest alteration. Drg. No. T- 2496 duly inspected by RITES/Railway/authorised agency at manufactures work site with Inspection . The actual supply quantity will be procurred after prior approval of engineer in charge.

Description

Supply of P.Way Components ERC to RDSO Drg. No.T-3701

Metal Liners to RDSO drg No.- T-3740

Supply of fish bolts with nuts for 60 KG, 52 KG rails as per RDSO Drawing No.T-1899, T-11501.

Supply of Fish plates one meter long as per standard drawing RDSO 6 KG rail

Supply of 60kg 1 in 12 10125 mm curved switches confirming RDSO Drg. No. T-4219 with latest alterations, if any complete with all parts as listed in the drawing with check rails (excluding fish plates, Fish bolts & nuts, GRSPs, Liners and ERCs).

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).

Manufacturing/fabrication ,supplying and fixing of double spring Hand lever point for Non-interlocked Point on newly laid point & crossing on PSC sleepers trenout with with Inspection . The actual supply quantity will be procurred after prior approval of engineer in charge.

Description

Leading of ballast from measured stacks by means of contractor's own road lorry or/and rail wheel lorry that can run on BG track including loading, leading and unloading either by mechanical means or manually by contractor at required site and putting the same into track/formation in following phases: (i) Laying of first layer to form level bed for sleepers with top surface dressed including mechanical compaction; (ii) Filling ballast in cribs and making up shoulders; and (iii) Recouping shortages after each packing and finally making profile as per IRPWM (All labour, lorry, fuel, consumables etc. by contractor). Note: 1. Payment by pre stack measurements. 2. Item 5001 shall be payable if the total lead involved is upto 50m. Item 5003 shall be payable if the total lead involved exceeds 50m. Item 5001 and 5003 are mutually exclusive and only one of them shall be payable. 3. The complete ballast from the measured stacks, ordered by the Engineer for dumping in track, is to be put into track. The left over ballast after lifting by mechanical means shall be lifted manually and put in the track. If any quantity of ballast is not lifted after Engineer’s directions, then the Engineer shall assess the quantity left over on the ground and recover the cost of supply of that much quantity of ballast and also deduct such quantity from the stack measurements for payment under the item. The decision of Engineer regarding quantity of left over ballast shall be final and binding on the contractor. 4. The rates for item do not include the cost of re-handling of ballast. In case the Project Director is satisfied that there is no other alternative than to transport the ballast through road lorry to a suitable point from where the ballast has to be re-handled by loading in rail lorry/tractor trolley, the Project Director shall personally order in writing that the ballast from stack Nos............ is to be re-handled in the process of leading and putting in track. In such a case, the cost of re-handling shall be payable under item No.5003 (a).

Total Lead exceeding 50 m but up to 5km

Cutting of 60 KG, 52 KG, 90 R rails with contractor’s Abrasive Disc Cutter complete including men, material, fuel etc. true to square.

Drilling 26.5 MM, 32 MM diameter holes with Rail Drilling Machine in web of 60 KG, 52 KG, 90 R rails in track or on cess at correct locations including chamfering.

Transportation of rails, switches, crossings, etc. (supplied by IPRCL) from point of issue to their final location of laying in track

Average lead, from the place of issue upto the middle point of location of laying in each KM, upto 10 KM

Installation of BG track as per methodology specified in para 4.0 of Section 5: Specifications in the Bidding Documents or any other methodology approved by the Employer in all locations e.g. straight, curves, bridges, level crossings, yards etc including installation of SEJ and glued joints including installation and dismantling of auxiliary track. Note: (i) 70% of the rate shall be paid after placement of the sleepers, rails, fastening, initial squaring and correcting sleepers spacing. (ii) Next 25% of the rate shall be paid after manual packing and bringing the track parameters within the prescribed tolerance limits and is certified so by the Engineer. (iii) Balance 5% of the rate shall be paid after getting CRS sanction. (iv) For the measurement and payment purposes, the length of track from central line of first special sleeper to central line of last special sleeper shall be multiplied by 2 in case of bridge and level crossing provided with guard/check rails and to be multiplied by 3 in case of SEJ.

Installation of PSC fan shape turnouts, derailing switches 60 KG / 52 KG including lead rails as per RDSO layout drawings including katcha packing with bars or off track tampers for 20 KMPH speed. Activities of rail cutting, drilling of holes, welding of joints and transportation are not included in this item and shall be paid separately under relevant items.

Installation of PSC fan shape turnout,derailing switches. Turnouts 1 in 12

First and second manual through packing of points and crossing including gauging, fittings recoupment, elimination of sag and to the required alignment as per provisions of Indian Railways Permanent Way Manual for raising the speed from 20 kmph to 45 kmph. NOTE: The rate includes 1st through packing on 2nd day after relaying on Day 1 (laying of turnout will be paid separately under relevant item of BOQ), 2nd through packing on 3rd day and Picking up of slacks, as required, from 4th to 9th day.

b) 1 in 12 Point and Crossing

Anticorrosive painting of 60 KG, 52 KG rails. Painting to be done prior to installation on sleepers including touching of paints in areas damaged during fixing.

Provision of Buffer stop of 60 KG, 52 KG, 90 R rail section as per plan including painting with luminous paint etc. as directed by the engineer. Note: Rail required for this item will be issued free of cost by the Employer.

Painting of station number, super elevation and versine at each station of curve on the inside web of outer rail with stencils of specified height in black enamel paint on surface of specified length painted with two coats of yellow enamel paint over a primer coat painted after cleaning the surface free from dust and dirt.

Transportation of PSC sleepers including special sleepers for SEJs, check rails, guard rails and turn out sleepers from the place of issue (in case of sleepers issued free of cost by RVNL) and from stacking place acceptable to Engineer at work site ( in case of supplied by the contractor ) to their final location of laying.

Average lead upto 2 KM (from place of issue to middle point of kilometer of laying in track)

Incremental rate for lead beyond 2 KM for every km additional lead upto 20 kms over item (a) above

Incremental rate for lead beyond 20 KM for every KM additional lead over item (a) & (b) above

Painting of particulars of 1 in 16, 1 in 12 and 1 in 8 ½ turnouts and derailing switches including turn in curves on the inside web of outer rail with stencils of specified height in black enamel paint on surface of specified length painted with two coats of yellow enamel paint over a primer coat painted after cleaning the surface free from dust and dirt.

Fouling marks of size 1500x250x225 MM in M20 grade cement concrete including engraving the letters “FM”, white washing with two coats and painting the letters in black enamel paint indicating the numbers of vehicles duly fixed at site.

Loading/unloading of P.Way Material of all types …as directed by Engineer in charge etc

Providing rail post for curve/SEJ/LWR reference post or detonator post by cutting rail to suitable length and fixing in 1:3:6 cement concrete foundation of size 0.30m x 0.30m x 0.60m including required excavation and painting two coats with enamel paints of approved quality and colour and marking sign and chisel marks with all tools, plants, machinery, cutting of rail, labour, equipment etc complete as per provisions of manual and instruction of Engineer-in-charge. Note: Rails will be issued free of cost by the employer.

One round of manual packing of Turnout including lifting, aligning, packing so as to make track fit (as per the specified track tolarances mentioned in IRPWM) for raising speed from 20kmph to 45 kmph or from 45 kmph to 75 kmph with contractor's labour, tools, plants and as directed by Engineer.

Thorough packing of newly laid as per procedure laid in IRPWM 20 KMPH

Thorough packing of newly laid as per procedure laid in IRPWM 45 KMPH

Description

Supplying and fixing Boards for LWR and curves, made of 16 gauge M.S. Sheet with ISA 40x40x5 MM frame and ISA 75x75x6 MM posts as per drawings duly painted and lettered with luminous paint.

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%.

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

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

Description

Providing laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub-base/ base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per CPWD specifications and directions of Engineer-in-charge.

Description

Supply of 53 grade cement OPC conforming to IS:12269 with latest amendments and using the same in the work as per IPRCL's approved mix design as per RVNL's

Description

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.

BOLERO, SCORPIO, ERTIGA, MARAZZO or similar

Extra for running and maintenance of every additional km over and above 4000 kms as specified in item 9003 (b)

Description

Execution of item(s) of works covered by chapters 1 to 25 of USSOR of Western Railway.(Updated)