Indian Port Rail And Ropeway Corporation Limited Tender
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Indian Port Rail And Ropeway Corporation Limited - IPRCL Tender
Civil And Construction
Eprocure
Opening Date27 Oct 2021
Closing Date9 Dec 2021
Tender AmountRefer Documents
Costs
EMD
₹ 100Document Cost
₹ 29,500Tender Fee
Refer Documents
Summary
Construction Of Baroud Railway Siding Of Secl
Description
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Contact
Tender Id
2021_IPRCL_92876_1Bid Award Id
ViewTender No
IPRCL/BBS/T/SECL/BAROUD/OCM/83Tender Authority
Indian Port Rail And Ropeway Corporation Limited ViewPurchaser Address
-Website
http://etenders.gov.in
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Documents
BOQ Items
In all conditions and classifications of soil except rock.
2000
-
179.37
Supplying, laying and spreading stone dust(Natural or Mechanically prepared as per GE-1 or G.E.IRS-2)over new /old embankment/cutting in layers of 30cm in loose state to make the embankment of designed profile as per specifications. The rate is inclusive of initial site clearance, cutting of shrubs, removal of roots of vegetation growth & heavy grass, surfacing & levelling to give required slope, benching, if required on existing bank slope, dressing and finishing of bank, all lead & lift, ascent, descent, crossing of nallahs/other obstructions, spreading the materials and final dressing of slopes and top surface as per specified camber using contractor's own machinery equipment , T &P labour etc.as a complete job.
60000
-
1300.1
Extra for mechanical compaction of earth/blanketing material filled in embankment with contractor’s rollers of suitable capacity, type and size to achieve specified density as per specification, testing as per IS codes including cost of water, T&P, consumable material and all labour as a complete job. The work is to be executed as per Latest edition of "Guidelines for Earthwork in Railway Projects" issued by RDSO, Lucknow.
600000
-
17.82
Earth work in fillingEarthwork in filling in embankment, guide bunds, around
buried type abutments, bridge gaps, trolley refuges, rain bunds, if provided, platforms etc. with earth excavated from outside railway boundary entirely arranged by the contractor at his own cost as per RDSO's latest guidelines and specifications and special condition of contract including all leads, royalty, lifts, ascents, descents, crossing of nallahs or any other obstructions. The rates shall include all dressing of bank to final profile, demarcation and setting out of profile, site clearance, removing of shrubs, roots of vegetations growth, heavy grass, benching of existing slope of old bank,all handling/re-handling, taxes, octroi and royalty etc. as a complete job. Cut trees shall be property of railways and to be deposited in the railway godown unless specified otherwise in the Special Conditions of Contract.
90% of earth will be taken from SECL mines and remaining 10% will be supplied by the contractor at his own source.
600000
-
350
Earth work in fillingEarthwork in filling in embankment, guide bunds, around
buried type abutments, bridge gaps, trolley refuges, rain bunds, if provided, platforms etc. with earth excavated from outside railway boundary entirely arranged by the contractor at his own cost as per RDSO's latest guidelines and specifications and special condition of contract including all leads, royalty, lifts, ascents, descents, crossing of nallahs or any other obstructions. The rates shall include all dressing of bank to final profile, demarcation and setting out of profile, site clearance, removing of shrubs, roots of vegetations growth, heavy grass, benching of existing slope of old bank,all handling/re-handling, taxes, octroi and royalty etc. as a complete job. Cut trees shall be property of railways and to be deposited in the railway godown unless specified otherwise in the Special Conditions of Contract.
60000
-
67
Any other unforseen items
-
-
-
Description of Items
-
-
-
Earth work in excavation by mechnicl means (Hydraulic excavator).manual means in foundation trenches of 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, within a lead of 500m for all kinds of soil.
6227.1
-
221.2
Supplying and filling sand in plinth and under floors including watering, ramming, consolidating and dressing complete
1486.1
-
1712.28
Filling available excvaed earth ( excluding rock) in trenches plinth, sides of foundations etc. in in layers not exceeding 20cm in depth: consolidating exhy deposited layer by ramming and wsatering, lead up to 500 m and lift up to 1.5m.
2075.7
-
192.57
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth
level :
-
-
-
1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone
aggregate 20 mm nominal size)
544.5
-
6321.63
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.All works upto plinth level (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately).
10
-
7011.39
Providing and laying in position machine batched and machine mixed design mix M-35 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.All works upto plinth level(For RCC Box)
2440
-
7133.65
Providing and laying in position machine batched and machine mixed design mix M-35 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.Above plinth level(RCC BOX)
3000
-
8364.17
Add for using extra cement in the items of design mix over and above the specified cement content therein.
100
-
590.3
Extra for laying concrete in or under water and/or liquid mud including cum per cost of pumping or bailing out water and removing slush etc. complete.
150
-
696.69
Centering and shuttering including strutting, propping etc. and removal of form for
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete
5000
-
249.73
Retaining walls, return walls, walls (any thickness) including
attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
11000
-
534.19
Supplying reinfocement for R. C. C. work incuding straightening, cutting, bending, placing in position and binding all complete ThermoMechanically Treated Bars Fe-500 or more.
682000
-
73.21
Providing & laying pitching with stone boulders weighing not less than 35 Kg with cement sand mortar of 1:4 on slopes laid over prepared filter media including boulder appron laid dry in front of toe of embankment complete as per technical specifications (Filter media to be paid seprately under the relevent items).
275
-
3361.4
Supplying and providing boulder Backing behind wing wall , return wall, retaining wall with hand packed boulders toward the back including all lead, lift, labour & other incidental charges as complete work in all respect.
1584
-
996.93
Providing weep holes by making suitable opening or drilling in existing Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure complete
269.5
-
398.06
Coal tarring two coats on new work using 0.16 Litre and 0.12 litre
coal tar per sqm in the first coat and second coat respectively.
2541
-
70.4
Any other unforseen items
-
-
-
Description of Items
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of Soil
5100
-
221.2
Supplying and filling in plinth with sand under floors, including watering,ramming, consolidating and dressing complete.
600
-
1712.28
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone
aggregate 20 mm nominal size).
150
-
6321.63
Providing and laying in position machine batched and machine mixed design mix M-35 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately).
-
-
-
(i) Below E.G.L
2590
-
7133.65
(ii) Above E.G.L
1260
-
8364.17
Add for using extra cement in the items of design mix over and above the specified cement content therein.
1058.75
-
590.3
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars of grade Fe-500 D or more
405000
-
73.21
Centering and shuttering including strutting, propping etc. and removal of form for all heights :
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete
2900
-
249.73
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
1500
-
534.19
Providing weep holes by making suitable opening or drilling in existing Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure complete
300
-
398.06
Supplying and providing boulder Backing behind wing wall , return wall, retaining wall with hand packed boulders toward the back including all lead, lift, labour & other incidental charges as complete work in all respect.
3100
-
996.93
Description of Items
-
-
-
B.G. Monoblock Prestressed concrete sleepers ( category-1) as per RDSO's Drg. No.T-2496 and IRS Specification T-39 with latest alteration if any
8300
-
3185.5
B.G. PSC sleepers ( category-1)for 1 IN 8.5 Turn out including approach and exit sleepers as per Turnout assembly as per RDSO's Drg. No.T-4865 and IRS Specification with latest alteration if any
14
-
428306
Supply of B.G. PSC Sleepers (category -I) for 1 in 8.1/2 derailing switch as per RDSO drg. no. T- 6068 including approach and exit sleepers with upto date alt. and conforming to IRS specification.
5
-
184154.88
B.G 1in 8.5 Points & Crossings 60Kg (IRS T-12) 90UTS 1st quality Rails on PSC sleepers layout as per RDSO's Drg. no. T-4865, T-4866 & T- 4867 with CMS crossings, all fittinfs & fasteninga, 2 pairs 1m long fish plates, bolts & nuts, Lead Rails , standard fish plates(610mm long) and bolts & nuts complete but exclusive of PSC sleepers
14
-
965872.63
1 in 8.1/2 Derailing switch with 60 kg (IRS-T-12) 90 UTS 1st quality rails on PSC sleeper layout as per RDSO Drg. No. T-6068 with all fittings & fastenings, bolts & nuts, Lead rails, standard fish plates(610mm long) and fish bolts & nuts complete but exclusive of PSC sleepers.
5
-
307070.47
Supply of 1m long 60kg Ffsh Plates 60Kg to RDSO's Drg. No. T 5916 with nuts & bolts as per no. T-1899 upto date alterration conforming to IRS Specification (1 set include 2 fish plates and Six Nuts & Bolts)
285
-
4597.03
Fish Bolts and Nuts as per RDSO's Drg. No. T1899 (Alt.2) of size 25mm dia and 140 mm long cnforming to specification Nn. T- 23/67
1125
-
90.64
Elastic Rail Clips with flat toe(MK-III) to RDSO's Drg. T3701 cnforming to specification IRS-T31/89
32205
-
82
Elastic Rail Clips type 'J' for use at fish plated joints as per RDSO's Drg. T4158 cnforming to specification IRS Specification
1125
-
83.45
Grooved Rubber Sole Plate to RDSO's Drg. No. T3711 (upto date Alteration) conforming to Specification for 6mm thick grooved rubber sole plates(Provisional) 1987 revised 2000
16600
-
27.55
Supplying of GFN liners for 60 Kg BG PRC sleepers, to RDSO Drg. No.T-3706 (upto date Alteration) conforming to IRS specification for use with Mark-III flat toe ERC ( Drg. No. T-3701).
33200
-
20.56
End Cut GFN liner for Husing J Clips as per RDSO Drg. No. T-3706
175
-
17.6
Supply of 60 kg Joggled fish plates to RDSO Drg.No. T-4016 with clamps to RDSO drg no.T-4017 & 4017/1 including one bolt to RDSO Drg No.T-11524 (one set comprises of two fishplates and 4 clamps of each type & 4 bolts).
175
-
7781.42
Supply of Point clamp for 60 Kg 1 in 8½ pts & xings fan shapped layouts as per RDSO Drg.No. T-858,Alt-1
19
-
1023.26
Supply and Fixing of Adjustable Hand Lever Box with Pulling Rods and Handles with plunger locks as per RDSO Drg no. MA-3040 with upto date Alteration/ammendments if any, conforming to IRS specification for Turnouts & Derailing Switches.
19
-
9583.85
Supply of Rubber Sole Plate (1000mmX270mmX10mm))
900
-
1160.6
Description of items
-
-
-
Supply, delivery and stacking of machine crushed 50mm gauge, clean, hard, angular and durable stone ballastas per specification and stacking the same on cess of formation or Toe of bank or at suitable places as direted by Engineerin -in-Charge at Site. The rate includes all cost of lead lift, Royality, Sales Tax, and other taxes and duties and all incidental charges, complete as applicable, with all contractor's labour, tools, plant and machinery etc. complete as per RDSO specification. The rate also include levelling of ground if necessary, where the ballast are to be stacked.and follow the guide line of RDSO.
12500
-
1800
Handling, lifting and leading of ballast from stacks with all lead ,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 of ballast 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. Quantity of ballast used and payment thereof shall be made for the net quantity of ballast.
12500
-
151
Total amount =
-
-
-
Description of items
-
-
-
Dismantling of existing B.G.Track of 60kg/52Kg/90R or any section of rails with any kind of sleepers with fittings and fastenings. The rate should be inclusive of cutting of rails, bolts & nuts, if necessary, for dismantling of track. Released materials should be kept seperately i.e. Rails , Sleepers, fastenings etc. by the side of the track up to a free lead of 300m as per direction of the Engineer-in-Charge.
50
-
113
Laying, B.G.straight or curve P.Way 60kg rails and concrete sleeper 1660 nos density with standard fittings ensuring correct spacing of sleepers, fixing & tightening of Fish bolts & nuts and maintaining proper guage, alignment, level (both cross & longitudinal), expansion gap at rail joints, superelevation where 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 & fish bolts and nuts and at fishing zone of the rail ends including supply of grease oil etc. Sleeper spacing, versine, superelevation etc shall also be marked by the contrctor with white 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. The unit of track metre consists both sides rails, sleepers and all other fittings required thereof including provision of reference pillar at 100m apart on cess of the formation.
5000
-
388
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 labour inclusive of all charges as per IRPWM and as directed by Engineer-in-charge.
-
-
-
a) 1st through packing
5000
-
55.14
b)2nd through packing
5000
-
45.95
c)3rd through packing
5000
-
45.95
d)4th through packing
5000
-
45.95
Assembling, linking and laying in position B.G.Standard 60 kg/52 kg turn-outs 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 60 kg/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 Client/IPRCL Store 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 8½ Turnout/Sym. split
14
-
79423.07
1 in 8½ Derailing switch
5
-
28483.08
Through packing of 1 in 8.1/2 Turn-out 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.
-
-
-
a) 1st through packing
14
-
7505.39
b)2nd through packing
14
-
6491.35
c)3rd through packing
14
-
6153.35
d)4th through packing
14
-
6153.35
Through packing of 1 in 8½ Derailing switch 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.
-
-
-
a) 1st through packing
5
-
2252.1
b)2nd through packing
5
-
2101.36
c)3rd through packing
5
-
2051.12
d)4th through packing
5
-
2051.12
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 rate is inclusive of all materials like cement, stone agreegates, sand and paints etc., earth work in excavation and all incidental works required for fixing in position complete in all respects.
14
-
2696.91
Welding of rail joints 60 kg from single rail to 3-rail panel by SKV process with contractors supply PORTION approved by RDSO (to be supplied with authenticated certificate), dry moulds including supplying skilled/artisan staff like welder, moulder, chipper,lutter, aligner, striker/hammerman & adequate nos. of semi-skilled and un-skilled labour and supplying petrol @1.6 litre/joint for facilitating welding works on track by shifting the joint sleepers on either side, providing suitable gap of about 23 mm to 26 mm for welding, fixing the petrol tanks & heating the rail ends by approved contractor's equipment and chipping the exess materials if required, aligning, levelling etc. complete including filing after welding. The work is to be carried out as per alumino Thermic Welding Manual and as per Specification IRS-T-19-1994. The rate should also be inclusive of pulling back of rails for providing required gap at rail joint for Thermit welding.
400
-
5105.49
Removing of overburden from track i.e. excavation in all conditions & classification of soil mixed with coal, coal dust, ballast, rubbish, muck, vegetation, weeds etc from track profile (i.e. from top of sleeper level for a width of 2.125 m on either side from centre line of track) by digging upto formation level to expose the buried track and disposal of the same at a distance of 1km .
1000
-
281.68
Trolleying rails (New/Old) & PSC (Old) sleepers from the Client/IPRCL Site store to the site of work & vice-versa by contractors transport/diplorry upto a distance of 1 km including handling, loading, unloading of materials with all lead, lift, crossing road/ rly. tracks etc complete.
4000
-
633.21
Stacking of Rail at Site
605
-
200
Trolleying rails (New/Old) & PSC (Old) sleepers from the Client/IPRCL Site store to the site of work & vice-versa by contractors transport/diplorry up to a distance of 1 km including handling, loading, unloading of materials with all lead, lift, crossing road/ rly. tracks etc. complete.
4500
-
633.21
Trolleying rails (New/Old) & PSC (Old) sleepers for every additional 1/2 Km (500 mtr) by contractors transport/diplorry. over 1 Km and up to 2 km over BOQ item no. 22
2500
-
96.08
Construction of RCC Buffer
3
-
350000
Drilling holes 28mm/32mm dia. (as directed by Engineer at site) in rails (New/SH) for fish bolts inside/outside track.
-
-
-
60 kg(New/SH) rails section
560
-
195
Cutting rails (New/SH) rails section inside/outside track.
-
-
-
60 kg(New/SH) rails section
250
-
234
Manufacturing, fabricating, supply and fixing 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 all materials such as steel sheets (2mm thick),M.S. angles (65 X 65 X 10mm), electodes, etc. including earth work in excavation & grouting complete in all respect. The rate should be inclusive of painting with two coats of priming coat of approved quality, lettering incl. supply of contractor's paint with all lead, lift, ascent, descent, etc.
5
-
5030
Making and fixing in position cement concrete (1:2:4) Kilometre/Curve/Gradient pillar as per drawing of Railways/IPRCL with proper painting and lettering as per directives of the Engineer-in-Charge of the work. The rate is inclusive of all materials like shuttering, cement, Reinforcement, stone agreegates, sand and paints etc., earth work in excavation and all incidental works required for fixing in position complete in all respects.
10
-
3418
Any unforseen items
-
-
-
Total amount =
-
-
-
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