Rail Vikas Nigam Limited Tender
View complete overview of Uttarakhand RVNL Tender
Rail Vikas Nigam Limited - RVNL Tender
Civil And Construction
Bridge Construction
Ireps
Opening Date24 Feb 2025
Closing Date27 Mar 2025
Tender Amount₹ 3,10,74,94,125
Costs
EMD
₹ 2,00,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
RVNL-RKSH-CIV-TNDR-9-2023-PIU-RISHIKESH-CIVIL/RVNLTender No
RVNL-RKSH-CIV-TNDR-9-2023Tender Authority
Rail Vikas Nigam Limited ViewPurchaser Address
-Website
http://ireps.gov.in
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Documents
BOQ Items
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"Supplying and testing of normal headed stud shear connectors 25 mm dia and 200 mm length (finished size) conforming to SD 1 type material of ISO 13918 along with ferrules and 4 including fitting, fixing & welding with studs guns etc to top flange of Girder for deck slab as per RDSO guidelines contained in report No. BS 115 (Revision 1) April 2016 for RDSO drawings for composite construction. Note: In case stud shear connector of any other size is required to be provided then payment shall be made on the pro-rata basis in proportion of the weight of the stud shear connectors."
98000
384
37632000
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Extra over Item 2059 for providing steel conforming to Higher Grade of E-350-C having 5 copper bearing quality subjected to adherence to chemical composition (As given in Table 1 of IS 2062:2011 including the notes given below table 1) and mechinical properties (As given in Table 2 of IS 2062:2011 including the notes given below table 2).
3730
7293
27202890
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Design, Manufacturing, supplying, testing and installation of spherical bearing suppliedas per RDSO specification and guidelines including anchor plates, all type bolts etc for 6 complete set in all respect including transportation to the site, painting with approved paint as directed by engineer. The load data will be supplied by RVNL. The rates shall also include preparation of Drawings, securing approval from project engineers and assist in proof check from nominated consultant by RVNL, preparation of maintenance manual, replacement procedure etc and all taxes, duties etc. complete. For each Set consisting of four bearings for 30.5m span (Composite Girder)
35
6187491
216562185
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Supplying and fixing of HSFG bolts of any length and any length with suitable nuts including DTI washers conforming to IRS-B1-2001 for bridges and steel structures with contractors, labour, tools and plants and lead and lift etc complete.
70810
187
13241470
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Providing and fixing in position GI Drainage Spouts of required length with Grating in 9 RCC slab and filling bitumen along kerb as shown in drawing with contractor's pipes, bitumen, tools, equipment, lead, lifts etc. complete as per specifications and as directed by Engineer in-charge 100mm dia. Drainage Spouts
354
1171
414534
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Providing, fabricating and installing permanent casing pipe for bored piles for all 10 diameters with specified thickness of steel plate including all labour, materials, tools & complete as per approved drawing & specifications complete in all respect as per the direction of Engineer in charge. Note: Payment shall be made as per the weight of circular plate of casing pipe only.
1891
89554
169346614
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"Supplying TMT Fe-500/Fe-500D* reinforcement steel conforming to IS:1786-1985 1 including decoiling, straightening, cutting, bending, placing in position, binding with 1mm dia GI binding wire. Note : (i) Reinforcement, shall be measured in length for different diameters used in the works and then paid as per standard weights as per IS 1732. Wastages, overlaps, coupling, welded joints, space bars, chairs and binding wire shall not be measured and cost of these items shall be deemed to be included in the rates. (ii) * For seismic zone III, IV & V, only TMT Fe-500D steel shall be used. Present project area is in Zone-V"
13071
96264
1258266744
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"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.
104385
345
36012825
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"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." Rock not requiring blasting. 3
69590
612
42589080
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Providing and laying 40 MM expansion joint as per RDSO drawing No. B-1757R.
530
20198
10704940
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Providing and fixing river name boards of size 2.10 m x 1.0 m made of MS sheet 6 mm 4 thick and ISA 50 x 50 x 5 mm frame all around, fixed on rail posts erected with railway's rails fixed in cement concrete base of size 60 cm x 60 cm x 75 cm of CC 1:2:4 including painting with two coats of paint of approved quality and colour over one coat of primer, writing the name of the river in vernacular and English in black colour with yellow background as directed by the engineer.
12
7042
84504
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Providing and fixing of 75 mm dia PVC pipe for weep holes in abutments, wing walls, return walls, face wall, retaining wall etc at suitable intervals as directed by the Engineer-in-charge.
2501
274
685274
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"Metalising of girder components with sprayed aluminium and painting the metalised surface with four coats of approved paint conforming to IRS: BI-2001 including surface preparation by 6 sand blasting. Note: Payment for the item shall be released in two stages: (i) 80% on metalising of girder components with sprayed aluminium and painting the metalised surface with three coats of approved paint conforming to IRS: BI-2001 including surface preparation by sand blasting; and (ii) 20% after balance one coat of aluminum paint and completion of erection in all respect."
30000
1107
33210000
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Providing and laying Filter Media underneath pitching in slope complete as per drawing and technical specification.
2630
3484
9162920
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Gabian Structure for Erosion Control, River Training Works and Protection works (Providing and constructing gabain structures for erosion control, river training works and protection 8 works with wire crates of size 2 m x 1 m x 0.3 m each divided into 1m sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 mm x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be securely tied with 4 mm galvanised steel wire.)
2500
5483
13707500
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"Geotextile Filter (Laying of a geotextile filter as per RDSO guidelines between pitching 9 and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching.)"
4500
69
310500
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Providing and fixing in position of standard preformed sealed and slab type or strip seal 10 elastomeric type expansion joints for Railway bridge or Road Over Bridges as per approved drawings and latest MORTH/IRC specifications complete in all respect as directed by Engineer in-charge. a) 40mm vide strip seal joints
60
6305
378300
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Supplying and laying 150mm dia. PVC Pipes Class-I, capable for a pressure of 2.5 11 kg/sqm in footpath of ROB for laying cable with all contractor's materials labour, tools, plant, machinery, vehicles, consumables, lead, lift etc. complete as per specifications and as directed by Engineer in-charge.
680
532
361760
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Providing & laying 65mm thick wearing course consisting of 40mm thick asphaltic concrete covered by 25mm thick mastic asphalt on top complete as MORT&H specifications section 2700. Mastic wearing coat with thickness 25mm : Providing and laying bitumen mastic wearing course 12 (as per specifications) with industrial bitumen of grade 85/25 conforming to IS : 702, prepared by using mastic cooker and laid to required level and slope, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of approved size at the rate of 0.005 cum per 10 sqm and at approximate spacing of 10 cm centre to centre in both directions, pressed into surface protruding 1 mm to 4mm over mastic surface, including cleaning the surface, removal of debris etc. all complete. (Considering bitumen using 10.2% as per MORTH specification).
826
766
632716
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Providing & laying 65mm thick wearing course consisting of 40mm thick asphaltic concrete covered by 25mm thick mastic asphalt on top complete as MORT&H specifications section 13 2700. Bituminious Concrete with thickness 40mm : 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) and waste plastic additive @ 8% (percentage by weight of bitumen) prepared in drum Type Hot Mix Plant of 60-90 TPH capacity.
34
11921
405314
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Extra for chiselling in addition to boring of piles if chiselling is resorted to in hard rock of big stone boulders larger than 30 cm depth by any means i.e. by chisel or manual chisel and hammer method. 1500mm diameter
1503
8723
13110669
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Conducting load testing of a single pile up to following capacity in accordance with IS 15 2911(Part IV) latest version including installation of loading platform / Reaction pile arrangement and preparation of pile head or construction of test cap and dismantling of test cap after test etc. with all labour, material, tool & plants, equipment, machinery, etc. complete as per drawing and specification, as directed by the Engineer Initial load test above 100 ton capacity up to 250 ton capacity pile
3
101952
305856
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Conducting load testing of a single pile up to following capacity in accordance with IS 16 2911(Part IV) latest version including installation of loading platform / Reaction pile arrangement and preparation of pile head or construction of test cap and dismantling of test cap after test etc. with all labour, material, tool & plants, equipment, machinery, etc. complete as per drawing and specification, as directed by the Engineer Extra for every increase of 50 T in pile capacity or part there of over 250 T
20
5619
112380
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Conducting load testing of a single pile up to following capacity in accordance with IS 17 2911(Part IV) latest version including installation of loading platform / Reaction pile arrangement and preparation of pile head or construction of test cap and dismantling of test cap after test etc. with all labour, material, tool & plants, equipment, machinery, etc. complete as per drawing and specification, as directed by the Engineer Routine Load Test above 100 ton capacity Up to 250 ton capacity pile
20
50976
1019520
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Lateral load testing of single pile in accordance with "IS Code of practice IS:2911 (Part- 18 IV) for determining safe allowable lateral load of pile" with all labour, material, tool & plants, equipment, machinery, etc complete as per drawing and specification as directed by the Engineer. Piles with lateral load capacity of up to 50 ton
3
23514
70542
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Lateral load testing of single pile in accordance with "IS Code of practice IS:2911 (Part- 19 IV) for determining safe allowable lateral load of pile" with all labour, material, tool & plants, equipment, machinery, etc complete as per drawing and specification as directed by the Engineer. Piles with lateral load capacity of above 50 ton and up to 100 ton
2
33914
67828
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Conducting pile integrity test with cross hole ultrasonic monitoring CHUM of 1500mm dia pile (Sonic Logging) by approved specialised agencies including the cost of providing and 20 installation of two number 40mm dia oriplast PVC 1120 conforming to AFPMB/1785 access pites for the entire length of pile to be tested as per as per ASTM D6760, mobilization of test apparatus and submission of test results in duplicate and clearly indicating the nature and extent of detecting the shaft, if any in an approved format.
501
7080
3547080
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Providing and laying backfill material behind boulder filling of abutments, wing walls, return walls consisting of granular materials of GW, GP, SW groups as per IS 1498-1970 in required profile .
11000
517
5687000
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Providing and laying 300 mm thick dry stone pitching in flooring, exposed slopes, etc. with boulders of not less than 30 kg each in weight, hand packed with surface levelled off to the correct section with hammer dressing as necessary including filling the gaps with quarry spalls.
1350
1404
1895400
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"Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M15 (Rates are inclusive of Cement"
685
7318
5012830
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"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 4 course, ballast retainers, RCC railing, inspection platform, pedestal, boxes and other miscellaneous works using well graded stone aggregate of 20 MM nominal size. (Rates are inclusive of Cement). 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."
28196
10857
306123972
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Providing, driving and installing Bored cast in-situ Reinforced Cement Concrete piles of specified diameter and length below pile cap in M-35 grade Design Mix Cement Concrete, using 20mm graded crushed stone aggregate and coarse sand of approved quality, to carry a safe working load not less than specified, excluding the cost of casing pipe but including the cost of shoe and length of pile to 5 be embedded in pile cap etc. complete, concreting by machine batching, machine mixing, scaffolding, using Admixture in recommended proportion (as per IS:9103), if approved in design Mix, placing with tremie pipe, chipping off of pile top to remove laitance concrete above cut off level etc., pumping and bailing out water with all labour material complete including crossing of tracks if required, as per approved drawing, specification and direction of the Engineer in charge. Length of the pile for payment shall be measured upto the bottom of pile cap excluding the mud mat. (Rates are inclusive of Cement). Payment for casing pipe & reinforcement shall be paid extra. 1500mm diameter
14030
24214
339722420
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