Ministry Of Road Transport And Highways Tender
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Ministry Of Road Transport And Highways - MORTH Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date4 Feb 2025
Closing Soon18 Feb 2025
Tender Amount₹ 2,18,03,000
Technical
Technical
Financial
Technical Capacity
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The important information related to prior work experience includes:
- Successfully completed or substantially completed similar works during the last seven financial years.
- The similar completed works should be: - Three similar completed works each costing not less than 40% of the estimated cost. - Two similar completed works each costing not less than 50% of the estimated cost. - One similar completed work costing not less than 80% of the estimated cost.
- Substantial completions shall be based on 80% (value wise) or more works completed under the contract.
- For arriving at the cost of similar work, the value of work executed shall be brought to the current costing level by enhancing the actual value of work at a simple rate of 7% per financial year.
- For contracts under which the applicant participated as a joint venture member or sub-contractor, only the applicant’s share, by value, shall be considered to meet this requirement.Three similar completed works each of value not less than 40%, or two similar completed works each of value not less than 50%, or one similar completed work of value not less than 80% of the estimated cost.
Costs
EMD
₹ 4,36,100Document Cost
₹ 5,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MoRTH_847465_1Tender No
RO/JK/PD-1ST/NIT-32/JOB129Tender Authority
Ministry Of Road Transport And Highways ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
Rehabilitation of Old LASJAN- Bridge (at Km 0.500 ) and Old Padshahibagh Bridge (at Km 2.400) on NH-44 bypass in the UT of J and K
BOQ Items
... More
Providing Fixing M/S, Bamboo etc. Scaffolding and Safety Arrangements for conducting of all NDTs (6*40=240 sqm/span; Rs. 266/sqm as per SSR 2022)
5
72033
360169.5
... More
Rebound Hammer Test including submission of Report. (18 readings/girder/span + 6 readings/pier)
294
686
201813.36
... More
Ultrasonic Pulse Velocity Test including submission ofReport. (1 test/pier + 1 test/slab +1 test/pier cap + 1 test/girder)
43
1567
67415.4
... More
Conducting Half-Cell Potentiometer Test to assess the corrosion potential of reinforced concrete structures.as per the directions of Engineer- Incharge) including submission of Report. (5-8 points near expansion joints + 3-4 near edges/footpath)
43
1694
72881.56
... More
Taking of core samples in concrete pavement. (Excluding Dead Journey Charges) 3
Cores per span of deck slab + 3 Cores per Pier ( 3x2+3x1 =9) [take 10 no]
30
5889
176694.9
... More
Conducting Carbonation Depth Test on concrete core samples to determine the extent of carbonation in reinforced concrete structures as per the directions of Engineer-Incharge) (on already tested cores)
30
1059
31779.6
... More
Visual inspection and Observations of Crack Width and Depth (quantities and locations may vary as per the directions of Engineer-Incharge)
1
12711
12711.86
... More
Conducting Profometer Test to detect the diameter and number of rebars in reinforced concrete structures (locations and quantities may vary as per the directions of Engineer-Incharge) (locations of core extraction)
30
1067
32034
... More
Conducting an analysis of scour depth near a pier by collecting soil samples from three specified locations and performing grain size analysis to determine the silt factor. from 3 locations nearby the pier and carrying out grain size analysis for determination of silt factor
1
6779
6779.66
... More
Part (B) (Rehabilitation)
-
-
-
... More
Chipping of all loose and Spalling of concrete to bottom of slab, beams etc.(wherever required), cleaning of reinforcement including cost of material, labour, equipment, tools, etc. complete.
120
577
69356.4
... More
Anticorrosive treatment to expose reinforcement in two coats with time interval of minimum 4 hours between each coat. The application shall be done by brush.
120
449
53898
... More
Providing and applying approved epoxy based bonding agent exposed surfaces of concrete/brickwork at any height. Include for cleaning of existing surface with blower and applying bonding agent as per Manufacturer's instructions. Measurement shall be on the basis of width x height of the area over which the bonding agent is applied.
120
444
53390.4
... More
Providing and applying of polymer modified mortar for 20mm thickness as per product specification etc. complete including tools, tackles labour etc complete.
120
3186
382372.8
... More
Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge
14
1110
15542.38
... More
Providing filling of Micro-concrete and 10 mm aggreagate ( 1:1) including the cost of hire charges of all machineries, barge, boat, cost of all tools and all labour charges etc., complete. (Size 800x800x350mm) for Pedestal
6.8
103398
703108.51
... More
Providing,drillingandfixingNipplesforpressureinjectiongroutingofpolymercementgrout etc. complete (Damaged part Only)
350
297
104111
... More
Sealing of crack / porous concrete with Epoxy Grout by injection through nipples complete as per clause 2803.1. (10% deck area+ 10% girder area + Diaphragm +Pier Cap + Drainage Spout repair) as required.
500
1889
944915
... More
Lifting of Span by Jacks and Takeout the existing Bearing and supply and installation of new bearings including all material, labour,Machinery, T&P making all arrangements like scaffolding etc as per MORT&H specification 2810 & conforming to IRC: 83 (part - II) Section -IX. (Individual capacity of bearing greater than or equal to 200 Tonnes)
5
207627
1038135.6
... More
Supplying,fittingandfixinginpositiontruetolineandlevelPOT PTFEbearingconsistingofametalpistonsupportedbyadiscorunreinforcedelastomerconfinedwithinametalcylinder,sealingrings,dustseals,PTFEsurfaceslidingagainststainlesssteelmatingsurface,completeassemblytobeofcaststeel/fabricatedstructuralsteel,metalandelastomerelementstobeasperIRC:83partIandIIrespectivelyandotherpartsconformingtoBS:5400,section9.1and9.2andclause2006ofMoRTHspecifications as per drawing and approved technical specifications etc. complete.
12
188983
2267796.6
... More
Replacement of existing damaged Expansion Joints, including removal of existing damaged expansion joints by dismantling of existing expansion joint, wearing coat etc., complete as per approved drawing .
72.6
4830
350695.03
... More
ReplacementofexistingdamagedExpansionjointsbyprovidingandlayingofStripSealExpansionJointSystem,includingremovalofexistingdamagedexpjointsbydismantlingofdeckslab,wearingcoatetc.andbackfillingoftherecessuptofinalfinish level with conc of grade M-35, complete as per M.O.R. T&H specification.
72.6
16355
1187440.52
... More
Removing Scarifying the existing bituminous surface to a depth of 100 mm and disposal of scarified material within all lifts and leads upto 1000 metres with reference to MoRTH Specification 305.4.3
1777
91
162648.81
... More
Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects Including all carriages of material involved.
177.65
12372
2198042.13
... More
Providing and laying 12 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in Table 500-39, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 9.5 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100 deg. C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516. (considering bitumen using 10.2% as per MORTH specification)(25mm thick) Including all carriages of material involved.
1777
576
1024031.79
... More
Load Testing for Span of Bridge including all necessary
Arangement for earring out Load Test as per IRC SP:51 and Relevant Codal Provision.
2
349152
698305.08
... More
Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings with reference to MoRTH Specification 805.
0.1
1864
186.44
... More
Road marking with hot applied thermoplastic paint as per MoRTH specification Clause 803.4
6
830
4983.06
... More
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, 2mm thick aluminium sheeting, 3mm/4mm thick Aluminum composite material sheet depending on the size of the sign fixed over back support frame of min 25x25x3mm Angle mounted on a mild steel circular pipe 65 NB ,3.2 mm thicknness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.
-
-
-
... More
Mandatory/Regulatory sign boards of 900 mm diameter with part as length of 3750 mm.
4
7711
30847.44
... More
Cautionary/warning sign boards of equilateral triangular shape having each side of 900 mm support length of 3650mm.
50
6101
305084.5
... More
Providingandapplyingepoxypaintprimerwithmiddlecoatandtopcoattosuperstructure including scaffolding etc complete.
4
610
2440.68
... More
Part (C) (Diversion)
-
-
-
... More
Excavation for road way in soil by mechanical means including cutting and transporting the earth to site of embankment/dumping area with lead upto 1000 metres, including trimming bottom and side slopes
in accordance with requirements of lines, grades and cross sections.
0.03
194
5.85
... More
Disposal of Muck outside Municipal Limits including all lifts and carriages upto 20kms average lead complete as directed.
94.5
567
53657.1
... More
Supply and Filling of median with good earth including compaction watering and levelling complete and
all carriages upto site of work involved
94.5
813
76881.42
... More
Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M15 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation Including all carriages of material involved.
90
288
25932.6
... More
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Including all carriages of material
involved.
92.13
2550
235009.81
... More
Dense Graded Bituminous Macadam Grading 2 Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. Including all carriages of material involved.
90
10042
903813.3
... More
Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.2 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. Including all carriages of material involved.
11.8
12406
146400
... More
PADSHAHI BAGH BRIDGE (39.8 x 2 Span)
(W = 11.1m)
-
-
-
... More
Part (A) Testing
-
-
-
... More
Mobilization charges for tools and machines refer to the expenses involved in transporting, setting up, and preparing equipment required for the execution of work.
1
66101
66101.69
... More
Providing Fixing M/S, Bamboo etc. Scaffolding and Safety Arrangements for conducting of all NDTs (6*40=240 sqm/span; Rs. 266/sqm as per SSR 2022)
2
72033
144067.8
... More
Rebound Hammer Test including submission of Report. (18 readings/girder/span + 6 readings/pier)
88
686
60406.72
... More
Ultrasonic Pulse Velocity Test including submission ofReport. (1 test/pier + 1 test/slab +1 test/pier cap + 1 test/girder)
8
1567
12542.4
... More
Conducting Half-Cell Potentiometer Test to assess the corrosion potential of reinforced concrete structures.as per the directions of Engineer- Incharge) including submission of Report. (5-8 points near expansion joints + 3-4 near edges/footpath)
27
1694
45762.84
... More
Taking of core samples in concrete pavement. (Excluding Dead Journey Charges) 3
Cores per span of deck slab + 3 Cores per Pier ( 3x2+3x1 =9) [take 10 no]
10
5889
58898.3
... More
Conducting Carbonation Depth Test on concrete core samples to determine the extent of carbonation in reinforced concrete structures as per the directions of Engineer-Incharge) (on already tested cores)
10
1059
10593.2
... More
Visual inspection and Observations of Crack Width and Depth (quantities and locations may vary as per the directions of Engineer-Incharge)
1
12711
12711.86
... More
Conducting Profometer Test to detect the diameter and number of rebars in reinforced concrete structures (locations and quantities may vary as per the directions of Engineer-Incharge) (locations of core extraction)
10
1067
10678
... More
Conducting an analysis of scour depth near a pier by collecting soil samples from three specified locations and performing grain size analysis to determine the silt factor. from 3 locations nearby the pier and carrying out grain size analysis for determination of silt factor
1
6779
6779.66
... More
Part (B) (Rehabilitation)
-
-
-
... More
Chipping of all loose and Spalling of concrete to bottom of slab, beams etc.(wherever required), cleaning of reinforcement including cost of material, labour, equipment, tools, etc. complete.
80
577
46237.6
... More
Anticorrosive treatment to expose reinforcement in two coats with time interval of minimum 4 hours between each coat. The application shall be done by brush.
80
449
35932
... More
Providing and applying approved epoxy based bonding agent exposed surfaces of concrete/brickwork at any height. Include for cleaning of existing surface with blower and applying bonding agent as per Manufacturer's instructions. Measurement shall be on the basis of width x height of the area over which the bonding agent is applied.
80
444
35593.6
... More
Providing and applying of polymer modified mortar for 20mm thickness as per product specification etc. complete including tools, tackles labour etc complete.
80
3186
254915.2
... More
Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge
10
1110
11101.7
... More
Providing filling of Micro-concrete and 10 mm aggreagate ( 1:1) including the cost of hire charges of all machineries, barge, boat, cost of all tools and all labour charges etc., complete. (Size 800x800x350mm) for Pedestal
2.7
103398
279175.44
... More
Providing,drillingandfixingNipplesforpressureinjectiongroutingofpolymercementgrout etc. complete (Damaged part Only)
350
297
104111
... More
Sealing of crack / porous concrete with Epoxy Grout by injection through nipples complete as per clause 2803.1. (10% deck area+ 10% girder area + Diaphragm +Pier Cap + Drainage Spout repair) as required.
350
1889
661440.5
... More
Liftingofspanandbearinglocationsbysuitablehydraulicjacksconnectedbyhighpressure,rubberhosestopump&removalofoldexstingbearing(Rollersideonly)Asper Quotation
2
207627
415254.24
... More
Supplying,fittingandfixinginpositiontruetolineandlevelPOT PTFEbearingconsistingofametalpistonsupportedbyadiscorunreinforcedelastomerconfinedwithinametalcylinder,sealingrings,dustseals,PTFEsurfaceslidingagainststainlesssteelmatingsurface,completeassemblytobeofcaststeel/fabricatedstructuralsteel,metalandelastomerelementstobeasperIRC:83partIandIIrespectivelyandotherpartsconformingtoBS:5400,section9.1and9.2andclause2006ofMoRTHspecifications as per drawing and approved technical specifications etc. complete.
12
188983
2267796.6
... More
Replacement of existing damaged Expansion Joints, including removal of existing damaged expansion joints by dismantling of existing expansion joint, wearing coat etc., complete as per approved drawing .
33.3
4830
160855.98
... More
ReplacementofexistingdamagedExpansionjointsbyprovidingandlayingofStripSealExpansionJointSystem,includingremovalofexistingdamagedexpjointsbydismantlingofdeckslab,wearingcoatetc.andbackfillingoftherecessuptofinalfinish level with conc of grade M-35, complete as per M.O.R. T&H specification.
33.3
16355
544652.47
... More
Removing Scarifying the existing bituminous surface to a depth of 100 mm and disposal of scarified material within all lifts and leads upto 1000 metres with reference to MoRTH Specification 305.4.3
756.2
91
69214.99
... More
Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects Including all carriages of material involved.
37.81
12372
467818.59
... More
Providing and laying 12 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in Table 500-39, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 9.5 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100 deg. C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516. (considering bitumen using 10.2% as per MORTH specification)(25mm thick) Including all carriages of material involved.
756.2
576
435775.37
... More
Load Testing for Span of Bridge including all necessary
Arangement for earring out Load Test as per IRC SP:51 and Relevant Codal Provision.
1
349152
349152.54
... More
Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings with reference to MoRTH Specification 805.
2
1864
3728.82
... More
Road marking with hot applied thermoplastic paint as per MoRTH specification Clause 803.4
12
830
9966.12
... More
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, 2mm thick aluminium sheeting, 3mm/4mm thick Aluminum composite material sheet depending on the size of the sign fixed over back support frame of min 25x25x3mm Angle mounted on a mild steel circular pipe 65 NB ,3.2 mm thicknness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.
-
-
-
... More
Mandatory/Regulatory sign boards of 900 mm diameter with part as length of 3750 mm.
2
7711
15423.72
... More
Cautionary/warning sign boards of equilateral triangular shape having each side of 900 mm support length of 3650mm.
2
6101
12203.38
... More
Construction of a permanent type barricade made of steel components, 1.5 m high from road level, fitted with 3 horizontal rails 200 mm wide and 4 m long on 50 x 50 x 5 mm angle iron vertical support, painted with yellow and white strips, 150 mm in width at an angle of450, complete as per IRC:SP:55- 2001
2
7033
14067.8
... More
Providingandapplyingepoxypaintprimerwithmiddlecoatandtopcoattosuperstructure including scaffolding etc complete.
1200
610
732204
... More
Part (C) (Diversion)
-
-
-
... More
Excavation for road way in soil by mechanical means including cutting and transporting the earth to site of embankment/dumping area with lead upto 1000 metres, including trimming bottom and side slopes
in accordance with requirements of lines, grades and cross sections.
94.5
194
18419.94
... More
Disposal of Muck outside Municipal Limits including all lifts and carriages upto 20kms average lead complete as directed.
94.5
567
53657.1
... More
Supply and Filling of median with good earth including compaction watering and levelling complete and
all carriages upto site of work involved
93.13
813
75766.84
... More
Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M15 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation Including all carriages of material involved.
90
288
25932.6
... More
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Including all carriages of material
involved.
11.8
2550
30100.03
... More
Dense Graded Bituminous Macadam Grading 2 Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. Including all carriages of material involved.
7.88
10042
79133.88
... More
Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.2 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. Including all carriages of material involved.
7.88
12406
97765.43
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