Tender For Civil Works - Roads Work -Ut-08-92 54M . Span Steel Girder Bridge At Km 0 . 325 Of Kandanala Gaduin Bridge To Punori Mr
Tender Value
3.02 Crore
Estimated cost
Bid Submission
07 Nov 2019
0 days left
EMD
6.06 Lakhs
Bank guarantee accepted
Document Fee
4500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Rate Contract
Location / State
Baijro → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
tender for Civil Works - Roads work -Ut-08-92 54M . Span Steel Girder Bridge At Km 0 . 325 Of Kandanala Gaduin Bridge To Punori Mr
BOQ
| Name of Work: 54m span steel girder bridge of kandanala gaduin bridge of punori M.R | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in excavation of foundation of structures as per the Drawings, Specifications enclosed with the tender document and Ministry of Road Transport & Highways (MoRT&H)/Indian Road Congress (IRC) Specifications for Bridge Works. First abutment (height = 8m),Second abutment (height = 8m),The scope of work in the item primarily includes:All initial layout after clearing the site including dismantling existing structures (if any) as per directions of the Engineer-in-charge and setting out work using total station including identification of existing services if any.Excavation through all types of strata including rock, boulder, soils, existing roads/pavements, existing RCC/masonry structures etc. and removal of the same as per the directions of the Engineer-in-charge.Disposal of all spoils, dismantled materials, surplus earth etc. for all lifts & leads up to 1000m to keep the work area neat and tidy during the work and thereafter.Construction of necessary cofferdams, cribs, sheeting, shoring & bracing and their subsequent removal.Pumping/bailing out of water wherever required to keep the excavated foundation in dry condition, including its labour, material and equipment.Backfilling of foundation trenches after concrete is fully set with material approved by the Engineer-in-charge. The backfilling shall be well compacted in layers not exceeding 150mm in thickness with suitable equipment such as mechanical tamper, rammer, plate vibrator etc. after necessary watering so as to achieve a density not less than field density before excavation. In case of excavations in rock, cost of filling of annular space around foundations with M15 grade concrete shall also deemed to be included in the quoted rates.All labour, material, tools, equipment, safety measures, diversion of traffic (where applicable) and incidentals necessary to complete the work to Specifications.Measurement: Measurements shall be made for actual volume of earth for vertical cuts up to the outer edge of lean concrete only for all depths indicated. Cost of extra excavation required for supporting side shuttering and for stability of side slopes/cuts including shoring, strutting, propping etc. shall not be payable and deemed to be included in the quoted rates. | item 1 | 255 | Cum |
| 2 | 2 | Providing and laying M15 grade PCC using 43/53 grade Ordinary Portland Cement below foundations and approach slabs as per the Drawings, Specifications enclosed with the tender document and Ministry of Road Transport & Highways (MoRT&H)/Indian Road Congress (IRC) Specifications for Bridge Works.First abutment (height = 8m),Second abutment (height = 8m),Approach slabs,The scope of work in the item primarily includes:Pumping/bailing out of water wherever required to keep the work area in dry condition, including its labour, material and equipment,Cost of providing side formwork including its erection, dismantling and removal for all leads and lifts/depth with all required tools and plants.Providing and mixing all ingredients of cement concrete including admixtures if required, transportation, placement, compaction, finishing and curing of concrete. The minimum slump of concrete shall be 50mm at the time of placement of concrete.Maintenance and protection of existing services (if any) which in the opinion of Engineer-in-charge are likely to be affected by any related activities including temporary shifting and re-shifting of such services to facilitate construction shall also have to be done without any extra cost.Disposal of all spoils and rubbish for all lifts & leads up to 1000m to keep the work area neat and tidy during execution of work and thereafter.All labour, material, tools, equipment, safety measures, diversion of traffic (where applicable) and incidentals necessary to complete the work to Specifications.Measurement: Measurements shall be made for the finished volume of lean concrete only. | item 2 | 65.04 | Cum |
| 3 | 3 | Providing and placing M30 grade cement concrete (RCC) in foundations using 43/53 grade Ordinary Portland Cement, 20mm & down stone aggregate and approved quality sand including the cost of centring and shuttering (excluding the cost of reinforcement only which shall be paid separately) with all leads, lifts/depths and all complete as per the Drawings, Specifications enclosed with the tender document and Ministry of Road Transport & Highways (MoRT&H)/Indian Road Congress (IRC) Specifications for Bridge Works.First abutment (height = 10m),Second abutment (height = 14m),The scope of work in the item primarily includes:Pumping/bailing out of water wherever required to keep the work area in dry condition, including its labour, material and equipment.Designing and getting approval of the design and drawings of formwork and temporary structures from the Engineer-in-charge well before start of work at the site.Providing, placing, cleaning, oiling, dismantling and removal of shuttering, staging, scaffolding and other temporary structures for all leads and lifts/depth with all required tools and plants. Maintenance and protection of existing services (if any) which in the opinion of Engineer-in-charge are likely to be affected by any related activities including temporary shifting and re-shifting of such services to facilitate construction shall also have to be done without any extra cost.Providing and mixing all ingredients of cement concrete including admixtures if required, transportation, placement, compaction, finishing and curing of concrete. The minimum slump of concrete shall be 100mm at the time of placement of concrete.Leaving pocket in the dirt wall for installation of expansion joint and concreting the same after the installation of the expansion joint as per recommendations of expansion joint supplier and directions of the Engineer-in-charge.Disposal of all spoils and rubbish for all lifts & leads up to 1000m to keep the work area neat and tidy during execution of work and thereafter.All labour, material, tools, equipment, safety measures, diversion of traffic (where applicable) and incidentals necessary to complete the work to Specifications.Measurement: Measurements shall be made for the finished volume of reinforced cement concrete only. Reinforcement shall be measured separately and paid under separate item. | item 3 | 205.35 | Cum |
| 4 | 4 | Providing and placing M30 grade cement concrete (RCC) in foundations using 43/53 grade Ordinary Portland Cement, 20mm & down stone aggregate and approved quality sand including the cost of centring and shuttering (excluding the cost of reinforcement only which shall be paid separately) with all leads, lifts/depths and all complete as per the Drawings, Specifications enclosed with the tender document and Ministry of Road Transport & Highways (MoRT&H)/Indian Road Congress (IRC) Specifications for Bridge Works.First abutment (height = 10m),Second abutment (height = 14m),The scope of work in the item primarily includes:Pumping/bailing out of water wherever required to keep the work area in dry condition, including its labour, material and equipment.Designing and getting approval of the design and drawings of formwork and temporary structures from the Engineer-in-charge well before start of work at the site.Providing, placing, cleaning, oiling, dismantling and removal of shuttering, staging, scaffolding and other temporary structures for all leads and lifts/depth with all required tools and plants. Maintenance and protection of existing services (if any) which in the opinion of Engineer-in-charge are likely to be affected by any related activities including temporary shifting and re-shifting of such services to facilitate construction shall also have to be done without any extra cost.Providing and mixing all ingredients of cement concrete including admixtures if required, transportation, placement, compaction, finishing and curing of concrete. The minimum slump of concrete shall be 100mm at the time of placement of concrete.Leaving pocket in the dirt wall for installation of expansion joint and concreting the same after the installation of the expansion joint as per recommendations of expansion joint supplier and directions of the Engineer-in-charge.Disposal of all spoils and rubbish for all lifts & leads up to 1000m to keep the work area neat and tidy during execution of work and thereafter.All labour, material, tools, equipment, safety measures, diversion of traffic (where applicable) and incidentals necessary to complete the work to Specifications.Measurement: Measurements shall be made for the finished volume of reinforced cement concrete only. Reinforcement shall be measured separately and paid under separate item. | item 4 | 203.5 | Cum |
| 5 | 5 | Providing, testing and installation of POT/POT-CUM-PTFE bearings (free/guided/fixed/pin bearings) of specified capacity (vertical load upto 170t & horizontal load upto 45t) as per the Drawings, Specifications enclosed with the tender document, Ministry of Road Transport & Highways (MoRT&H)/Indian Road Congress (IRC) Specifications for Bridge Works and IRC: 83 (Part III). Item to include cost of the bearing design as per the provisions of IRC: 83 (Part III) by the bearing manufacturer based on forces and movements given in the Drawings, all the operations required for installation of bearings, all the materials, labour, equipment and incidental work required to execute the job. The bearing design and drawings shall be got approved from the Engineer-in-charge well before start of the fabrication of bearings. The bearings shall be tested as per the provisions of IRC: 83 (Part III) in the presence of authorized representative of the Department. The installation of bearings shall be done in the presence of authorized representative of the bearing manufacturer who shall certify the quality of work. | item 5 | 4 | Nos. |
| 6 | 6 | Providing and laying of Filter Media with granular materials/stone, crushed aggregates satisfying the requirements of Ministry of Road Transport & Highways (MoRT&H)/Indian Road Congress (IRC) Specifications for Bridge Works to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, return wall, wing wall etc. to the full height compacted to a firm condition complete as per the Drawings and Specifications. Item to include all labour, materials, tools, equipment, safety measures and incidentals necessary to complete the work to Specifications. Measurement shall be made for actual compacted finished volume of filter media.First abutment (height = 8m),Second abutment (height = 8m) | item 6 | 132.75 | Cum |
| 7 | 7 | Providing and laying well compacted selected granular backfilling material (as per appendix 6 of IRC: 78) behind abutment, wing wall and return wall complete as per the Drawings, Specifications enclosed with the tender document and Ministry of Road Transport & Highways (MoRT&H)/Indian Road Congress (IRC) Specifications for Bridge Works. Item to include all labour, materials, tools, equipment, safety measures and incidentals necessary to complete the work to Specifications. Measurement shall be made for actual compacted finished volume of granular fill.First abutment (height = 8m),Second abutment (height = 8m) | item 7 | 421.875 | Cum |
| 8 | 8 | FABRICATION OF TRUSS: Providing, shop fabricating, assembling & ground erection, testing, transporting (from workshop to work site) and storing (in workshop/work site) Grade 'B' structural steel (rolled sections and built-up sections using steel plates & rolled section conforming to IS: 2062 with yield strength of 250MPa i.e. Fe250) in steel truss (including top & bottom chord, vertical/diagonal members, stiffeners, gusset/cover plates etc.), plan bracings, cross girders/diaphragms, shear connectors etc. supporting RCC deck slab as per the Drawings, Specifications enclosed with the tender document, Ministry of Road Transport & Highways (MoRT&H)/Indian Road Congress (IRC) Specifications for Bridge Works and IRC: 24 Specifications. Item to include all types of temporary structures, necessary templates, cutting, grinding, drilling, welding, necessary tools, plants, machinery, labour and all related operations as required to complete the work in all respect. The scope of work in the item primarily includes:Preparing and submitting fabrication, testing and transportation plans (prepared by approved Consultant) with relevant sketches/drawings for approval from the Engineer-in-charge. These plans shall include detailed shop drawings including step wise methodology/procedure adopted for fabrication, testing and transportation of various structural steel components of bridge superstructure. While preparing the plans due consideration shall be given to site conditions e.g. hydrology, rainfall, flood timings & intensity, soil & sub-soil conditions in the river bed & banks, maximum water depths, temperature & climatic conditions, available working space & time etc. The availability & capacity of various plants, tools, machinery, equipment etc. shall also be given due consideration while preparing the fabrication plans.Providing fresh calibration certificates and charts of various plants, tools, equipment etc. wherever applicable.Keeping all the safety provisions during fabrication and transportation of the structure.Testing of all equipment, machinery, tools, tackles, ropes etc. to ensure their efficient working. Keeping suitable arrangement as per the directions of the Engineer-in-charge to inspect any component before, during and after transportation of the structure.Sand blasting on materials/structural element (wherever required), surface preparation, application of primer & various coats of internal and external painting in fabrication shop as per the Specifications & directions of the Engineer-in-charge. Painting shall be done with paint and colour approved by the Engineer-in-charge. Testing charges of paint as per shall also deemed to be included in the quoted rates. Suitable measures shall be taken to prevent rusting of various structural elements.Testing of material & welds as per the Specifications and directions of the Engineer-in-charge shall be included in the quoted rates and nothing extra shall be paid on account of the same. Providing all temporary bolts and nuts to be used during assembling and removing them at appropriate time before site erection.Making suitable arrangement for stability of structure during transportation for various load effects.Making necessary arrangement for connection of permanent bearings (POT/POT-cum-PTFE) with truss as per the recommendations of the bearing manufacturer and directions of the Engineer-in-charge. Cost of bearings shall be paid separately under separate item.Verification of all the dimensions of the members by shop layout before start of actual fabrication.All the steel components shall be procured from the approved manufacturer (i.e. SAIL, RINL, TATA) and fabricated in the approved workshop. List of various facilities required in the workshop for fabrication and testing shall also be got approved from the Engineer-in-charge well in advance of start of work.Weight of welds including plug welds (if any), wastages, protective coatings etc. shall not included in the weight calculations and their cost shall be deemed to be included in the quoted rates.All the joints in various structural steel components shall be either shop welded or spliced at site with HSFG/HTS bolts as shown in the drawings. Site welding shall not be permitted.Disposal of all spoils and rubbish for all lifts & leads up to 1000m to keep the work area neat and tidy during execution of work and thereafter.All labour, material, tools, equipment, safety measures, diversion of traffic (where applicable) and incidentals necessary to complete the work to Specifications.Measurement: Measurement shall be made in tonnes only for the structural steel which is going to be erected in position and is part of the permanent structure as per the working drawings/approved shop drawings. All wastages, temporary works, jigs, temporary assembly bolts etc. are deemed to be included in the quoted rates. No allowance or increase in weight for welding and nuts, bolts & washers etc. will be applicable. All nuts, bolts and washers required for permanent structure shall be measured and paid separately. | item 8 | 103.922 | MT |
| 9 | 9 | ERECTION OF TRUSS: Erecting and placing/fixing in position Grade 'B' structural steel (rolled sections and built-up sections using steel plates & rolled section conforming to IS: 2062 with yield strength of 250MPa i.e. Fe250) in steel truss (including top & bottom chord, vertical/diagonal members, stiffeners, gusset/cover plates), plan bracings, cross girders/diaphragms etc. supporting RCC deck slab as per the Drawings, Specifications enclosed with the tender document, Ministry of Road Transport & Highways (MoRT&H)/Indian Road Congress (IRC) Specifications for Bridge Works and IRC: 24 Specifications. Item to include all types of staging, scaffolding, necessary templates, temporary structures, necessary tools, plants, machinery and all related operations as required to complete the work with all leads, lifts/heights, true to level & position complete in all respect. The scope of work in the item primarily includes:Preparing and submitting erection plans (prepared by approved Consultant & vetted by approved Government college/institute) with relevant sketches/drawings for approval from the Engineer-in-charge. The plans shall include step wise methodology/procedure adopted for erection of various structural steel components of bridge superstructure (truss). While preparing the plans due consideration shall be given to site conditions e.g. hydrology, rainfall, flood timings & intensity, soil & sub-soil conditions in the river bed & banks, maximum water depths, temperature & climatic conditions, available working space & time etc. The availability & capacity of various plants, tools, machinery, equipment etc. shall also be given due consideration while preparing the fabrication and erection plans.Providing fresh calibration certificates and charts of various plants, tools, equipment etc. wherever applicable.Keeping all the safety provisions during erection of the structure.Testing of all equipment, machinery, tools, tackles, ropes etc. prior to actual commencement of erection to ensure their efficient working. Keeping suitable arrangement as per the directions of the Engineer-in-charge to inspect any component before, during and after transportation & erection of the structure.Surface preparation and final painting at the site including all touch up works after erection as per the Specifications & directions of the Engineer-in-charge. Painting shall be done with paint and colour approved by the Engineer-in-charge. Testing charges of paint as per shall also deemed to be included in the quoted rates. Suitable measures shall be taken to prevent rusting of various structural elements.Providing, designing and getting approval of the design and drawings of all the false work/temporary structures (including their foundations wherever applicable) required for the erection of steel truss, plan bracings, cross diaphragms etc. well before start of fabrication of structural steel.Providing all temporary bolts and nuts (if any) to be used during site erection.Providing temporary bearings & sand jacks required during erection and making suitable arrangement for stability of structure during erection for various load effects including wind/seismic forces.Making necessary arrangement for connection of permanent bearings (POT/POT-cum-PTFE) with truss as per the recommendations of the bearing manufacturer and directions of the Engineer-in-charge. Cost of bearings shall be paid separately under separate item.All the joints in various structural steel components shall be either shop welded or spliced at site with HSFG/HTS bolts as shown in the drawings. Site welding shall not be permitted.Disposal of all spoils and rubbish for all lifts & leads up to 1000m to keep the work area neat and tidy during execution of work and thereafter.All labour, material, tools, equipment, safety measures, diversion of traffic (where applicable) and incidentals necessary to complete the work to Specifications.Measurement: Measurement shall be made in tonnes only for the structural steel which is finally erected in position and is part of the permanent structure as per the working drawings/approved shop drawings. All wastages, temporary works, jigs, temporary assembly bolts etc. are deemed to be included in the quoted rates. No allowance or increase in weight for welding and nuts, bolts & washers etc. will be applicable. All nuts, bolts and washers required for permanent structure shall be measured and paid separately. | item 9 | 103.922 | MT |
| 10 | 10 | Providing, testing and tightening of High Strength Friction Grip Bolts (HSFG bolts for Friction Type Joint) of class/grade 10.9 as per IS: 4000 using Automatic Calibrated Torque Wrench/Pneumatic Wrench at all locations of splicing and at all heights, wherever specified as per drawings and their compatible nuts and washers all complete required to execute the job. All HSFG bolts and nuts, washers conforming to IS: 1367, IS: 3757, IS: 6610, IS: 6623, IS: 6649 and IS: 4000 shall be used. The item shall include all labour, material, tools, equipment, safety measures and incidentals necessary to complete the work to Specifications. Measurement shall be made for actual weight of complete bolt assembly including nuts & compatible washers used in permanent work in kilograms. | item 10 | 3169.62 | Kg |
| 11 | 11 | Providing, testing and tightening of High Strength Bolts (HTS bolts for Bearing Type Joints) of class/grade 10.9 as per IS: 4000 using Automatic Calibrated Torque Wrench at all locations of splicing and at all heights, wherever specified as per Drawings and their compatible nuts and washers all complete required to execute the job. All HTS bolts and nuts, washers conforming to IS: 1367, IS: 3757, IS: 6610, IS: 6623, IS: 6649 and IS: 4000 shall be used. The item shall include all labour, material, tools, equipment, safety measures and incidentals necessary to complete the work to Specifications. Measurement shall be made for actual weight of complete bolt assembly including nuts & compatible washers used in permanent work in kilograms. | item 11 | 316.962 | Kg |
| 12 | 12 | Providing and placing in position M 30 grade cement concrete (RCC) in cast-in-situ deck slab using 43/53 grade Ordinary Portland Cement, 20mm & down stone aggregate and approved quality sand as per the Drawings, Specifications enclosed with the tender document and Ministry of Road Transport & Highways (MoRT&H)/Indian Road Congress (IRC) Specifications for Bridge Works. Item to include all types of shuttering, staging, scaffolding, necessary tools, plants, machinery and all related operations as required to complete the work with all leads, lifts and depths true to level and position all complete excluding only the cost of reinforcement which shall be paid separately. The scope of work in the item primarily includes:Designing and getting approval of the design and drawings of formwork and temporary structures (including their foundations wherever applicable) from the Engineer-in-charge well before start of work at the site.Providing, placing, cleaning, oiling, dismantling and removal of shuttering, staging, scaffolding and other temporary structures for all leads and lifts/depth with all required tools and plants.Maintenance and protection of existing services (if any) which in the opinion of Engineer-in-charge are likely to be affected by any related activities including temporary shifting and re-shifting of such services to facilitate construction shall also have to be done without any extra cost.Providing and mixing all ingredients of cement concrete including admixtures if required, transportation, placement, compaction, finishing and curing of concrete. The minimum slump of concrete shall be 100mm at the time of placement of concrete.Leaving pocket in the deck slab for installation of expansion joint and concreting the same after the installation of the expansion joint as per recommendations of expansion joint supplier and directions of the Engineer-in-charge.Disposal of all spoils and rubbish for all lifts & leads upto 1000m to keep the work area neat and tidy during execution of work and thereafter.All labour, material, tools, equipment, safety measures, diversion of traffic (where applicable) and incidentals necessary to complete the work to Specifications.Measurement: Measurements shall be made for the finished volume of reinforced cement concrete only. Reinforcement shall be measured separately and paid under separate item. | item 12 | 90.285 | Cum |
| 13 | 13 | Providing and placing in position M 30 grade cement concrete (RCC) in cast-in-situ crash barrier over deck slab using 43/53 grade Ordinary Portland Cement, 20mm & down stone aggregate and approved quality sand as per the Drawings, Specifications enclosed with the tender document and Ministry of Road Transport & Highways (MoRT&H)/Indian Road Congress (IRC) Specifications for Bridge Works. The scope of work in the item primarily includes:Designing and getting approval of the design and drawings of formwork and temporary structures from the Engineer-in-charge well before start of work at the site.Providing, placing, cleaning, oiling, dismantling and removal of shuttering and other temporary structures for all leads and lifts/depth with all required tools and plants. Providing and mixing all ingredients of cement concrete including admixtures if required, transportation, placement, compaction, finishing and curing of concrete. The minimum slump of concrete shall be 100mm at the time of placement of concrete.Disposal of all spoils and rubbish for all lifts & leads upto 1000m to keep the work area neat and tidy during execution of work and thereafter.All labour, material, tools, equipment, safety measures, diversion of traffic (where applicable) and incidentals necessary to complete the work to Specifications.Measurement: Measurements shall be made for the finished volume of reinforced cement concrete only. Reinforcement shall be measured separately and paid under separate item. | item 13 | 34.308 | Cum |
| 14 | 14 | Providing and fixing hand rail over the crash barrier consisting of MS base plates, embedded fastener and nuts, MS vertical plates and pipes, prepackaged early high strength non-shrink grout etc. as shown in the Drawings, Specifications enclosed with the tender document, Ministry of Road Transport & Highways (MoRT&H)/Indian Road Congress (IRC) Specifications for Bridge Works. All the railing components as mentioned above to be hot dip galvanised with a zinc coating of at least 175 gm/sqm. The thickness of plates shall be as shown in the Drawings and pipe to be 65NB heavy class with a weight not less than 7.92 kg/m and conforming to IS: 1161-1979. Item to include all materials, labour, machinery/equipment and incidental works required to complete the work as directed by the Engineer-in-charge. Measurement shall be made for the actual length of the pipe in meter only. | item 14 | 111.12 | Meter |
| 15 | 15 | Providing and placing in position TMT (Fe 500 Grade) reinforcement bars in various structural elements of the bridge (i.e. foundations, substructure & superstructure) including cutting, straightening, bending, fabricating, storing, binding with mild steel annealed binding wire of 18 SWG, fixing in position complete as per the Drawings, Specifications enclosed with the tender document and Ministry of Road Transport & Highways (MoRT&H)/Indian Road Congress (IRC) Specifications for Bridge Works. First abutment (height = 10m)Second abutment (height = 14m)The reinforcing bars shall be free of scale and rust before placing into position. Any reinforcement, which is certified as corroded by the Engineer-in-charge shall either be withdrawn from the site or sand blasted to make them free from rust at no extra cost.Welding and hot bending of bars shall not be permitted.Making bar bending schedule and getting approval of the same from the Engineer-in-charge well before cutting of bars and fabrication of reinforcement cage.Disposal of all spoils and rubbish for all lifts & leads up to 1000m to keep the work area neat and tidy during execution of work and thereafter.All labour, material, tools, equipment, safety measures and incidentals necessary to complete the work to Specifications.Measurement: Reinforcement shall be measures in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps. From the length so measured, the weight of reinforcement shall be calculated in tonnes on the basis of IS: 1732. Wastage, overlaps (splicing), couplings, spacer bars, chairs, stays, hangers and annealed steel wire or other method for binding and placing shall not be measured and cost of these items shall be deemed to be included in the quoted rates. | item 15 | ||
| 16 | 16 | steel in foundations | item 16 | 12.16 | MT |
| 17 | 17 | steel in abutments | item 17 | 21.18 | MT |
| 18 | 18 | Deck slab & crash barrier | item 18 | 15.69 | MT |
| 19 | 19 | Providing and placing in position M30 grade cement concrete (RCC) in cast-in-situ approach slab using 43/53 grade Ordinary Portland Cement, 20mm & down stone aggregate and approved quality sand as per the Drawings, Specifications enclosed with the tender document and Ministry of Road Transport & Highways (MoRT&H)/Indian Road Congress (IRC) Specifications for Bridge Works. Item to include all types of shuttering, bitumen filler type joint between approach slab & dirt wall all complete. Item to include all labour, materials, tools, equipment, safety measures and incidentals necessary to complete the work to Specifications. The minimum slump of concrete shall be 75mm at the time of placement of concrete. Measurements shall be made for the finished volume of concrete only. Cost of reinforcement (12mm dia.bars @ 150mm c/c bothways on both faces) shall not be paid separately and the same shall be included in the quoted rates. | item 19 | 15.925 | Cum |
| 20 | 20 | Providing and installing single strip seal expansion joint with a total allowable movement capacity of 70mm as per Drawings, Ministry of Road Transport & Highways (MoRT&H)/Indian Road Congress (IRC) Specifications for Bridge Works and IRC: SP: 69 'Guidelines & Specifications for Expansion Joints' and duly supplemented with manufacturer's recommendations. Entire installation is to be carried out strictly in the presence of manufacturer's representative only at all times who shall certify the quality of work. Item to include necessary provision and filling of recess for the expansion joints at no extra cost. The seal of the expansion joint shall be such as not to permit any dust collection at all times. Item to include all materials, labour, machinery/equipment and incidental work required to complete the job. Measurement shall be made for the actual length of expansion joint provided. | item 20 | 13 | Meter |
| 21 | 21 | Providing and fixing drainage spouts as per the Drawings, Specifications enclosed with the tender document and Ministry of Road Transport & Highways (MoRT&H)/Indian Road Congress (IRC) Specifications for Bridge Works. Item to include all materials, labour, machinery/equipment and incidental work required to complete the job. Measurement shall be made for actual number of drainage spouts provided. | item 21 | 20 | Nos. |
| 22 | 22 | Cleaning & preparing surface and providing & applying the Tack Coat as per Ministry of Road Transport & Highways (MoRT&H)/Indian Road Congress (IRC) Specifications for Bridge Works. Item to include all materials, labour, machinery/equipment and incidental work required to complete the job. Measurement shall be made for actual surface area of application in square meter. | item 22 | 688.16 | Sqm |
| 23 | 23 | Providing and laying 40mm thick Bituminous Concrete wearing coat with 100-120 TPH batch type hot mix plant producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent of mix and filler, transporting the hot mix to work site, laying with 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 Ministry of Road Transport & Highways (MoRT&H)/Indian Road Congress (IRC) Specifications for Bridge Works complete in all respect. Item to include all materials, labour, machinery/equipment and incidental work required to complete the job. Measurement shall be made for finished valume of Bituminuous Concrete in cubic meter. | item 23 | 13.763 | Cum |
| 24 | 24 | Providing and laying 25mm Mastic Asphalt Wearing Course with paving grade bitumen meeting the requirements given in Table 500-29, 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 13.2mm nominal size at the rate of 0.005 cum per 10sqm and at an approximate spacing of 10cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 100oC, protruding 1mm to 4mm over mastic surface, all complete as per Ministry of Road Transport & Highways (MoRT&H)/Indian Road Congress (IRC) Specifications for Bridge Works. Item to include all materials, labour, machinery/equipment and incidental work required to complete the job. Measurement shall be made for actual surface area of application of Mastic in square meter. | item 24 | 344.08 | Sqm |
| 25 | 25 | Carrying out cofirmatory boring at site at both the foundation locations, testing soil/rock samples and provide sub-surface investigation report as per the IRC/BIS codal provisions. | item 25 | 1 | Lump sum |
| 26 | 26 | Preparation of shop drawings, erection plans etc. of truss from approved consultant and aproval of erection plans from approved government college/institute. | item 26 | 1 | Lump sum |
| 27 | 27 | Providing weep holes in retaining walls with 100mm dia AC pipe as per the Drawings, Specifications enclosed with the tender document and Ministry of Road Transport & Highways (MoRTH)/Indian Road Congress (IRC) Specifications for Bridge Works. Scope of work and measurement of item shall be similar to corresponding item of bridge works. | item 27 | 207.2 | Meter |
| 28 | 28 | Providing and laying well compacted selected granular backfilling material behind retaining wall complete as per the Drawings, Specifications enclosed with the tender document, Ministry of Road Transport & Highways (MoRTH)/Indian Road Congress (IRC) Specifications for Bridge Works and IRC: 18 Specifications. Scope of work and measurement of item shall be similar to corresponding item of bridge works. | item 28 | 188 | Cum |
| 29 | 29 | Providing, placing and compacting approved fill material in the embankment/approches as per the Specifications enclosed with the tender document and Ministry of Road Transport & Highways (MoRTH)/Indian Road Congress (IRC) Specifications for Road and Bridge Works. Scope of work and measurement of item shall be similar to corresponding item of bridge works. | item 29 | 998.75 | Cum |
| 30 | 30 | Providing, laying, spreading and compacting specified graded sand, stone aggregate or any other coarse material as per Ministry of Road Transport & Highways (MoRTH)/Indian Road Congress (IRC) Specifications for Road and Bridge Works (gradation-II of C.B.R. value not less than 20) in 150mm thick lower granular sub-base. Average length of approach roads on either side of bridge is taken as 25m. | item 30 | 31.875 | Cum |
| 31 | 31 | Providing, laying, spreading and compacting specified graded sand, stone aggregate or any other coarse material as per Ministry of Road Transport & Highways (MoRTH)/Indian Road Congress (IRC) Specifications for Road and Bridge Works (gradation-I of C.B.R. value not less than 30) in 100mm thick upper granular sub-base. Average length of approach roads on either side of bridge is taken as 25m. | item 31 | 21.25 | Cum |
| 32 | 32 | Providing, laying, spreading and compacting 250mm thick Water Bound Macadam over GSB as per the Ministry of Road Transport & Highways (MoRTH)/Indian Road Congress (IRC) Specifications for Road and Bridge Works. Average length of approach roads on either side of bridge is taken as 25m. | item 32 | 53.125 | Cum |
| 33 | 33 | Providing & applying the Prime Coat as per Ministry of Road Transport & Highways (MoRTH)/Indian Road Congress (IRC) Specifications for Road and Bridge Works. Average length of approach roads on either side of bridge is taken as 25m. | item 33 | 212.5 | Sqm |
| 34 | 34 | Cleaning & preparing surface and providing & applying the Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg/sqm as per Ministry of Road Transport & Highways (MoRTH)/Indian Road Congress (IRC) Specifications for Road and Bridge Works. Average length of approach roads on either side of bridge is taken as 25m. | item 34 | 212.5 | Sqm |
| 35 | 35 | Providing, laying and rolling of Open Graded Premix Surfacing of 20mm thickness composed of 13.2 mm to 5.6 mm aggregates using emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades as per the Ministry of Road Transport & Highways (MoRTH)/Indian Road Congress (IRC) Specifications for Road and Bridge Works. Average length of approach roads on either side of bridge is taken as 25m. | item 35 | 212.5 | Sqm |
| 36 | 36 | Providing and laying Seal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B seal coats as per the Ministry of Road Transport & Highways (MoRTH)/Indian Road Congress (IRC) Specifications for Road and Bridge Works. Average length of approach roads on either side of bridge is taken as 25m. | item 36 | 212.5 | Sqm |
| 37 | 37 | Providing and laying of apron with cement concrete blocks of size 0.5x0.5x0.5 m cast in-situ and made with nominal mix of M-15 grade cement concrete with a minimum cement content of 250 kg/cum as per IRC: 112. Average size is taken as 10m x 5m x 1m. | item 37 | 63 | Cum |
| 38 | 38 | Providing and laying M15 grade PCC using 43/53 grade Ordinary Portland Cement below and inside retaining walls as per the Drawings, Specifications enclosed with the tender document and Ministry of Road Transport & Highways (MoRTH)/Indian Road Congress (IRC) Specifications for Bridge Works. Scope of work and measurement of item shall be similar to corresponding item of bridge works. | item 38 | 244.4 | cum |
| 39 | 39 | Five Year Maintenance | item 39 | ||
| 40 | 40 | Protection for scouring | item 40 | 1 | LS |
| 41 | 41 | Greasing of bearing and repair of parapet | item 41 | 1 | LS |
| 42 | 42 | Painting of bridge | item 42 | 1 | LS |
| 43 | 43 | Greasing of bearing | item 43 | 1 | LS |
| 44 | 44 | Miscellaneous repair works | item 44 | 1 | LS |
AI Tender Summary
Tender Timeline
Oct 10, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedNov 07, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 07, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender