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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.3 CrAdmitted-Finance | ₹7.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹7.3 Cr+₹3.8 L (0.53%)Admitted-Finance D NO 58 21 50 BUTCHIRAJUPALEM VISAKHAPATNAM 530 027 | VISAKHAPATANAM | ANDHRA PRADESH | 530027 | ₹7.3 Cr+₹3.8 L (0.53%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical not found in order |
| 4 | Rejected-Technical N A | - | - | Rejected-Technical not found in order |
| Sl No | Description | Qty | Unit | PJR PROJECT CONSTRUCTIONS PVT LTD L2 | NATIONAL CONSTRUCTION AND TRADING COMPANY L1 |
|---|---|---|---|---|---|
| 1.00Total Amount of BoQ 2 | |||||
| 1.01 | Amount after unconditional Rebate | 1 | Nos | 0 ₹3,64,86,583 | 3 ₹3,57,42,068.21 Lowest |
Tender Value
₹3.4 Cr
EMD Value
₹3.5 L
Closing Date
17 Aug 2020, 11:00 amClosed
GENERAL MANAGER/RITES/BHUBANESWAR
RITES LIMITED 11TH FLOOR DLF CYBERCITY PATIA BHUBANESWAR 751024
Execution of Formation, Civil Works and P-Way works in connection with Second Railway line for loading of Caustic wagon at Port facilities NALCO,Visakhapatnam, AP.
2020_RITES_53356_1
RITES/BBSR/NALCO/VSKP/OT/04
Open Tender
Civil Works
Item Rate
240 days
NALCO VISAKHAPATNAM
PLEASE REFER TENDER DOCUMENTS
3 documents required · 3 mandatory
₹0
₹3.5 L
30 Dec 2020
20 Jul 2020
18 Aug 2020
24 Jul 2020
17 Aug 2020
10 Aug 2020
24 Jul 2020 - 3 Aug 2020
Amount
Total Amount of BoQ 2
Amount after unconditional Rebate
Description of Work / Item(s)
Amount
Schedule –1 A (CIVIL Works)
A. (FORMATION WORK )
Dressing Surface (average excavation or filling upto 15 cm) including removing vegetation in all kind of soil.
In area of thorny jungle
Felling trees of girth (measured at a height of 1m above ground level) including lead and stacking of material within 100m. Note : 1. When stumps are grubbed up in addition, the rates shall be doubled for trees cut and grubbed.
In area of thorny jungle
Girth over 60 cm and upto 1.5m
Earthwork in cutting (classified) in formation ,trolley refuges, side drains, level crossing approaches, platforms, catch water drain, diversion of nallah if require & finishing to required dimension & slope to obtain a neat appearance to standard profile inclusive of all labour , machines and materials and removing & leading all cut spoils with all lead either to make spoil dumps beyond 10m from cutting edge or for filling in embankment with all leads within the section limit, lifts, ascent, descent, loading, unloading all taxes/royalty, clearance of site and all incidental charges , bailling & pumping out water if required ,etc, complete as per direction of Engineer -in - charge. The work is to be executed as per latest/updated edition of 'Guide lines of RDSO, Lucknow.Cut trees shall be the property of and to be deposited in the NALCO.
Note: i) All useable earth arising from cut spoils shall be led into bank formation and unusable spoils shall be dumped /stacked at the place provided by NALCO.
In all condition and classification of soil except rock
Earthwork in filling in embankment, guide bunds, around buried type abutment , bridge gap. Trolley refuges, rain bunds if provided , platforms etc. with earth excavated entirely by the contractor at his own cost as per RDSO's latest guidelines & specification & special condition of contract including all taxes , royalty, lifts , ascents descents, crossing of nallah or any other obstructions . The rates shall include all dressing of bank to final profile , demarkation and setting out of profile, site clearance , removing of shurbs roots of vegetation growth , heavy grass, all handling /re -handling, taxes ,octroi and royalty etc as a complete job. Cut trees shall be the property of NALCO and to be deposited in the NALCO Store.
Extra for mechnical compaction of earh & blanketing material filled in embankment with contractor, roller of suitable capacity, type & size to achieve specified denisity as specification, testing as per IS code including cost of water, T&P, consumble material & all labour as a complete job the work is to be execcuted as per latest addition of "Guidelines of Earth work in Railway Projects issued by RDSO, Lucknow.Extra for mechnical compaction of earh & blanketing material filled in embankment with contractor, roller of suitable capacity, type & size to achieve specified denisity as specification, testing as per IS code including cost of water, T&P, consumble material & all labour as a complete job the work is to be execcuted as per latest addition of "Guidelines of Earth work in Railway Projects issued by RDSO, Lucknow.
Supplying & spreading of Blanketing material as per RDSO specification over the embankment as per approved drawing . The rate shall include cost of material, all lead, lift ascent, descent, testing, supply of labour , royalty/taxes, octroi as a complete job. note: Compaction of blanketing will paid by relevant item.
Schedule – 1B. DRAIN , PATHWAY & OTHER MISC.WORK
Earth work in excavation by mechnical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, with all leads and lifts. All kinds of soil.
Unloading,stacking and numbering of RAILS Procured by NALCO at NALCO stock yard/store.
Mechanical compaction of earth work on formation of earth work on formation in cutting section to attain desired percentage of compaction as per technical specification for earth work in filling in formation with contractor's own plant and rollers, vibrator or smooth wheeled roller and all over tools and plant required with crew and lead, lift, ascent, decent, testing, supply of labour and watering arrangement etc. as required for execution of the work as per specification.
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shutering - All work upto plinth level.
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
Centering & shuttering including strutting, propping etc. & removal of form for :
Foundation, footing, bases of columns, etc. for mass concrete.
Reinforcement for RCC work including straightening, cutting, bending, placing in postion and binding all complete.
Cold twisted bars / Thermo-Mechanically treated bars.
Providing & laying in position machine batched, machine mixed & machine vibrated design mix M-20 grade cement concrete of specified grade for reinforced cement concrete work including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing & reinforcement, including Admixtures in recomended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workabillity without impairing strength & durabillity As per direction of Engineer-in-charge.
Demolishing plain cement concrete including disposal of material with all leads and lifts
a)Mix leaner than 1:2:4 with coarse aggregate larger than 20mm
b)Demolishing R.C.C. work including cutting and stacking of steel bars and disposal of unserviceable material with all leads and lifts. (Extra payment for scraping, cleaning and straightening of bars to be made separately)
Demolishing brick work including stacking of serviceable material and disposal of unserviceable material with all leads and lifts
In cement Mortar
Demolishing stone rubble masonry including stacking of serviceable material and disposal of unserviceable material with all leads and lifts with all leads and lifts
Demolishing of steel with disposal of unserviceable material with all leads and lifts
Supply ,fabricating, & fixing of steel Gate with all fittings accessories complete in all respect as per Drawing issued by Engineer In charge
Dismantling of existing HT/LT pole along with wiring ,light fittings ,Civil foundation etc and errection of the same HT/LT pole with new foundation at the location as desired by Engineer incharge including new Cable ,light fittings etc and if any cables or other fittings as required shall be arranged by the agencies complete with all respect.
labour charges for stinging of 100 sqm mm of AAA Conductor
labour charges for stinging of 34 sqm mm of AAA Conductor
Schedule – 2A.(Supply of P. Way Materials)
Supply of 60kg. Prestressed monoblock Concrete Sleepers (Pretensioned type category-1) as per RDSO Drg No. T-2496 and IRS Specification T-39 (with latest alterations if any )
Supply of 60kg. Prestressed monoblock Concrete Sleepers (Pretensioned type category-1) as per RDSO Drg No. T-4186 and IRS Specification T-39 (with latest alterations if any) (for curve track with provision of fixing of check rail)
B.G. 60kg PSC Sleepers for 1 in 8½ Turn-out including approach and exit sleepers as per Turn-out assembly RDSO drg. no. T- 4865 with upto date alt. and conforming to IRS specification.
Supply of 60kg. Prestressed monoblock Concrete Sleepers (Pretensioned type category-1) as per RDSO Drg No. T-4148-4148A and IRS Specification T-39 (with latest alterations if any) (for Level crossing with provision of fixing of check rail).
Supply of 1 in 8 1/2 points & xing (curve) of 60kg. UIC rails as per(IRS-T-12)rails with curved switch (fan shaped) suitable on 60kg PSC sleepers layout including CMS crossing , lead rails with fittings and fastening complete in all respect as per RDSO Drg. No. T-4965, 4966, 4967 with up to date alteration complete,insulated gauge tie plates with fittings, fish plates,fish bolts & nuts , leading and following strecher bars, bracket lugs,rubber pad, pandral clips, insulating liners etc. Scope of work also includes supply of all fittings required for prestressed concrete sleepers. (fan shaped layout) leading and following strechers bars and tie plates should be insulated type. Supply should also be inclusive of fittings required for approach and exist sleepers. ( Rate shall be excluding PSC sleepers).
Supply & delivery of Locally available Machine crushed Ballast of 50 mm size clean angular, hard and durable track ballast as per specification and stacking the same on cess of the formation or toe of the bank or at suitable place as directed by Engineer-in- Charge at site. The rate includes all cost of lead, lift, royalty, sales tax & other tax and duties and all incidental charges complete as applicable. Tools, plants and screens of approved mesh & dimensions required for inspection and passing at the time of measurement are to be arranged by the contractor. The rate also includes leveling of ground, if necessary, where the ballast are to be stacked.
Handling, lifting and leading of ballast from stacks with all lead, which have been duly measured and spreading ballast on formation, Track & turnouts to ensure uniform and compact ballast cushion under the sleepers desired ballast profile. Spreading of ballast should be as per specified line and level and maintaining approved profile as provided in the technical specifications. Spreading of ballast on formation will be done only after supply is completed for a particular stretch as decided by Engineer in charge and ballast stacks have been released for spreading.
Supply and fixing of Henvry William box type set reversing hand lever or spring point lever type self reversing (steel handle) to RDSO drawing No. MA-3040 including point connecting rod and other fittings, fixtures and other parts therto complete in all respect including cost of all labour, materials, fabrication, loading, transportation, unloading, stacking etc.complete.
Schedule - 2B.(Supply of Small Fittings)
Elastic Rail clips with flat toe (MK.III) to RDSO Drg. No.T-3701 (Alt.3) conforming to specifications IRS-T-31/92.
Supply of Elastic rail clips type'J' for use for 52 Kg Rails at fish plated joints as per RDSO Drg. No. T-4158 conforming to IRS Specification.
Supplying of GFN liners to RDSO Drg. No.T-3707 &T-3708 (upto date Alteration) conforming to IRS specification
Supply of End cut linears to T-3707& T-3708/4322 conforming to IRS Specification.
Supply of Grooved Rubber Sole Plate to RDSO Drg. No.T-3711 (upto date Alteration) conforming to IRS Specification for 6 mm thick grooved rubber sole plates (Provisional) 1987 revised 1997.
Supply of Fish Plates 52 Kg to RDSO Drg. No.T-5915 with upto date alteration conforming to IRS Specification (1 Mtr long)
Fish Bolts and nuts as per RDSO Drg. No.T-11501 Alt-2 of size 25 mm dia and 130 mm long conforming to IRS Specification No.T-23/67.
Supplying sets of combination fish plates for 60kg+ 52kg sections conforming to IRS specification No T-6-1965 , DRG No.T-696 to 699 Alt-1 with bolts & nuts, Plain washers and spring washers complete to IRS speccification T-6-1965 (1set =2 pairs=4 Nos. Fish plates with bolts & nuts, plain washers, spring washers)
i) 60 kg as per RDSO Drg noT-5843
Fittings of Check Rail for Curve Track Sleepers for 60kg Rail.
Supply of Double Coil Spring washer as per RDSO drg no T-1214 conforming to IRS Specification For Spring washer-1980.
22 mm dia, bolts and nuts with MS packing plates including single spring washer as per RDSO Drg. No. T-11550 including coil spring washer conforming to IRS specifications.
Plate Screw as per RDSO drg no T-3913 conforming to IRS T-16
CI bracket as per RDSO drg no.T-4784 conforming to IS: 210-1962( grade 20) & IRS T-10
Fittings of check Rail for Level Crossing Sleepers for 60KG Rail.
a) Double Coil Spring washer as per RDSO drg no T-1214 conforming to IRS Specification For Spring washer-1980.
22 mm dia, bolts and nuts with MS packing plates including single spring washer as per RDSO Drg. No. T-11687 including coil spring washer conforming to IRS specifications.
Plate Screw as per RDSO drg no T-3913conforming to IRS T-16
CI bracket as per RDSO drg no.T-4784 conforming to IS: 210-1962( grade 20) & IRS T-10
C I distance bracket as per RDSO drg no T-4785conforming to IS: 210-1962( grade 20) & IRS T-10
Supply of fusion at Welding portions and welding of rail joints for NALCO works/Conversion of single rail panel to three rail panels on cess/situ including finishing, testing and Cost transportaion of portion and other associated equipment complete by road from firm to workshop to the site of work including insurance loading and unloading and stacking at distination for 60kg dry moulds and supply of skilled/Artisan staff like weldr, moulder, chipper, cutter, aligner, striker/ham mer man & adequate nos of semi skilled and unskilled labour and supplying petrol @ 1.6 ltrs/joint for facilitating welding works on track by shifting the joint sleepers up to 30cm on either side providing suitable gap of about 23mm to 25mm by pulling back of rail including removing keys, spikes, other fasternings required and refixing the with the same/missing fitting with new fastenings after wedding, clearing thr rail ends, fixing the petrol tank and preheating the rail ends, by Railways approved contractors equipement and chipping the excess materials if required, bringing the shifting joint sleepers to the specific spacing and packing them to the required specification as directed including adjustment of required gaps for welding aligning leveling etc. complete including contractors own files for filling after welding on cess/on track.This item is also including supply of 10 sets of Joggled fish plates 52 kg with bolts RDSO-T/5848
Painting (two Coats) rail surface complete except the rail table with Anticorosive / protective paint like red oxide, the rate includes removing and cleaning the rail from dust rust before applying paint. The rate also includes supply of paint, consumables and tools etc.
Schedule –2C (Track Linking Work)
Laying, B.G. straight or curve Track with following rail section and concrete sleeper (M+7) density with standard fittings ensuring correct spacing of sleepers, fixing and tightening of Fish Bolts & Nuts and maintaining proper guage, alignment, level (both cross & longitudinal ), expansion gap at rail joints, super elevation as necessary and with one initial through packing. The rate should be inclusive of dekinking of rails as required, cutting of rails as required on straight and curve track for squaring of joints, drilling holes on web of rail square to rail surface by using proper template for fish plated joints, champhering of drilled holes, greasing and oiling of fish plates and fish bolts and nuts and at fishing zone of the rail ends including supply of grease oil etc. Sleepers spacing versine.The rate should also be inclusive of carrying rails, sleepers, switches, crossings, fittings & fastenings with all lead, lift, ascent, descent crossing Road/Rly line if necessary from ClientStore Depot to Site of work within a distance of 1 km.
With 52 kg rails
Through packing of any kind of sleepers with stone ballast to maintain correct alignment cross and longitudinal level as required for maintaining track gauge, versine, superelevation etc. on both straight and curve track laid with contractor's tools and labours inclusive of all charges as per IRPWM and as directed by Engineer-in-charge.
1st through packing
2nd through packing
3rd through packing
4th through packing
Assembling, linking and laying in position B.G.Standard 1 in 8 1/2 on P.S.C. sleepers including approach & exit PSC sleeper portion to correct alignment & gauge.This includes switches lead rails, stock rails both straight and curve, crossing with 52 kg rails and standard fittings ensuring correct spacing of sleepers fixing & tightening of Fish bolts & nuts and maintaining proper guage, expansion gap at rail joints and with one initial through packing. The rate should be inclusive of dekinking of rails as required, bending stock rails, cutting of rails to required standard size and drilling holes on web of rails square to rail surface by using proper template (for fixing fishplates, distance block, stretcher bars), greasing and oiling of fish plates & fish bolts and nuts and at fishing zone of the rail ends including supply of grease, oil etc. complete in all respects. The rate should also be inclusive of carrying rails, sleepers, switches, crossings, fittings & fastenings with all lead, lift, ascent, descent crossing Road/Rly line if necessary from ClientStore Depot to Site of work within a distance of 1 km. Sleeper spacing shall also be marked by the contractor with white/yellow paint at his own cost. The work has to be carried out as laid down in IRPWM and as per direction of the Engineer-in-Charge at site.
1 in 8.5 T.Out
Through packing of 1 in 8½ Turn-out/Sym. split on any kind of sleepers with stone ballast to maintain correct alignment cross and longitudinal level as required for maintaining track gauge, versine, superelevation etc. on both straight and curve track laid with contractor's tools and labour inclusive of all charges as per IRPWM and as directed by Engineer-in-charge. (Note: Length of turnout will be considered from stock rail joint to the rail joint after 4th exit sleeper)
First Through packing
2nd Through packing
3rd Through packing
4th Through packing
Transportation of released P-Way materials viz. rails, sleepers, point and crossings tie bars and other P-Way materials etc. from work site to departmental store or to any approved store and vice versa located within 5 Km scope of work includes rehandling at site loading, transportation unloading and stacking materials includes handing over of materials to specified authorities. The rate shall inclusive of all lead , lift, ascent/decent crossing road/railway if necessary.
Drilling holes 32mm dia rails 90R/52/60 kg (New/SH )rails section for fish bolts outside track. Note:- Contractor is to use his own equipment, materials, and labour etc. and the rate is inclusive for this and is for the complete job.
Cutting rails 90 R/52/60 kg (New/SH) rails section for fish bolts outside track. Note: Contractor is to use his own equipment, materials and labours etc. and the rate is inclusive for this and is for the complete job.
Dismantling of existing B.G.Turn-outs of 52Kg/60 Kg 90R or any section of rails with any kind of sleepers with fittings and fastenings. The rate should be inclusive of cutting of bolts & nuts, if necessary, for dismantling of Turn-outs.Dismantled materials should be segregated and are to be kept seperately i.e Rails, sleepers, fastenings etc. by the side of track and transportation to the designated site with all leads and lifts site as per direction of the Engineer-in- charge.
Manfucaturing, fabricating, supply and fixing by grouting in position of steel boards e.g. W/L boards, STOP boards, CAUTION boards with stand or any other similar type of boards as per drawing and specification mention in IRPWM with contractor's materials such as steel sheets (10mm thick), M.S. angle (65X65X10mm), electrodes etc. including earth work in exacavation & grouting with cement concrete 1:3:6 foundation of size 450mm x 450mm x 500mm complete in all respect. The rate should be inclusive of painting with two coats of painting coat of approved quality, lettering, inclusive supply of contractor's paint with all lead, lifts, ascent, descent, etc. including the cost of cement of approved quality.
Manufacturing and fixing of check rails for curve track by cutting flange of 90 R/52/60 kg. rails of required size and bending/planning the ends as per RDSO Drg. No. T - 4215 , drilling holes on web. fixing the check rail to the innerside of running rail the curve with the help of CI Bracket, bolts, nuts and plate screw at the intervals as directed by Engineer-in-charge maitaining proper check rail clearance and fixing them on each concrete sleepers. store which are to be transported by contractor at his own cost.
Making and fixing in position cement concrete (1:2:4) Fouling Mark as per enclosed drawing with proper painting and lettering as per directives of the engineer-in-charge of the work. The ratevis inclusive of materials like cement of approved quality, stone aggregate sand and paints etc.Earth work in excavation and all incidental works required for fixing in position complete in all respects.
Manufacturing and fixing of check rails for level crossing by cutting flange of 90 R/52/60 kg. rails of required size and bending/planning the ends as per RDSO Drg. No. T - 4215 , drilling holes on own web..fixing the check rail to the innerside of running rail the curve with the help of CI Bracket, bolts, nuts and plate screw at the intervals as directed by Engineer-in-charge maitaining proper check rail clearance and fixing them on each concrete sleepers. store which to be transported by contractor at his own cost.
Construction of concrete buffer as per RITES drawing including supply of bolts & nuts, washers, steel, cement, buffer, wooden sleeper (Size 2.75 mtrs x 0.3 mtrsx0.20 mtrs) and all other materials. The rate is also include paiting of buffer, wooden sleeper with approved quality red paint. The rate should also be inclusive of digging of foundation, trenches, shuttering & form work and finishing with all lead lift ascent, descent etc complete as per direction of Engineer ( RITES/NALCO will issue rails on free of cost) and agency will lead the rails to site from store.
Dismantling of existing B.G.track of 52kg/60kg any section of rails with any kind of sleepers with fittings and fastenings. The rate should be inclusive of cutting of bolts & nuts if necessary dismantled materials should be saggregated and are to be kept separately i.e rails, sleepers, fastenings etc by the side of track and transportation to the designated site with all leads and lifts siteas per direction of the Engineer-in- charge.
PJR PROJECT CONSTRUCTIONS PVT LTD
NATIONAL CONSTRUCTION AND TRADING COMPANY
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