( 3Rd Attempt ) Annual Rates For M And R / Fdr Works Of N.H. No. 68 At ( 1 ) Km. 426 / 500 To 483 / 200 Radhanpur-Patan Road And ( 2 ) Km. 558 / 200 To 591 / 585 Gozariya - Anodiya - Prantij ( Providing Various Items Of Road Work Maintenance And Ma
Tender Value
2.49 Lakhs
Estimated cost
Bid Submission
27 Dec 2021
0 days left
EMD
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Document Fee
1500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Prantij → Gujarat
EMD Exemption
Not Available
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Not Available
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Address
Project Description
( 3Rd Attempt ) Annual Rates For M And R / Fdr Works Of N.H. No. 68 At ( 1 ) Km. 426 / 500 To 483 / 200 Radhanpur-Patan Road And ( 2 ) Km. 558 / 200 To 591 / 585 Gozariya - Anodiya - Prantij ( Providing Various Items Of Road Work Maintenance And Machinery. ( 3Rd Attempt ) Annual Rates For M And R / Fdr Works Of N.H. No. 68 At ( 1 ) Km. 426 / 500 To 483 / 200 Radhanpur-Patan Road And ( 2 ) Km. 558 / 200 To 591 / 585 Gozariya - Anodiya - Prantij ( Providing Various Items Of Road Work Maintenance And Machinery.
BOQ
| Sl. No. | Item Description |
| 1 | Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)including all lead and lift up to 3.0 kms etc. complete |
| 2 | Cleaning & grubbing road land incl. uprooting rank vegitation grass, bush, shrubs,sapling& Hector trees of girth up to 300 mm.& removal of stumps disposal of unservicable material upto 100 m. from road boundary.(i) (A) by mannual means in area of light jangle. |
| 3 | Cleaning & grubbing road land incl. uprooting rank vegitation grass, bush, shrubs,sapling& trees of grith up to 300 mm.& removal of stumps disposal of unservicable material upto 100 m. from road boundary. (ii) (B) by mechanical means (JCB) in area of throny jungle. |
| 4 | Cleaning the existing black topped surface with shovel, brooms, etc. and disposing off the collected dirt/dustup to 100 metre away as directed by engineer-in-chargesetc. complete. |
| 5 | Cleaningthe existing black topped surfacewith truck / tractor mounted mechanical broom machine at kerb edge and PSS edge of roadin up or down lane as directed by engineer-in-charge. |
| 6 | Construction of precast RCC railing of M30 Grade,aggregate size not exceeding 12 mm,true to line and grade,tolerence of vertical RCC post not to exceed 1 in 500,centre to centre spacing between vertical post not to exceed 2000 mm,leaving adequate space between vertical post for expansion,complete as per approved drawings and technical specifications.( Two tier/ Three tier ) |
| 7 | Brick masonry work in cement mortar 1:6 in foundation complete up to depth of 1.5 meter below ground level & above 1.5 from bed / ground level excluding pointing and plastering,as per drawing and technical specifications |
| 8 | Brick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:6(1- Cement : 6 -fine sand)(C) Fly Ash Bricksas per drawing and technical specifications |
| 9 | Cement plaster in cement mortar 1:3 including scraping of existing plaster etc. complete (a) 12 mm thick |
| 10 | Cement plaster in cement mortar 1:3 including scraping of existing plaster etc. complete (b) 20 mm thick |
| 11 | White washing with lime on undecorated / decorated wall surface (two coats) to give an even shade including thoroughlybrooming the surface to remove all dirt, dust, mortar drops & otherforeign matter. |
| 12 | Painting line, dashes, arrows, letters etc on road in two coats work with ready mix road marking paints including cleaning the surface of all dirt dust and other foreign matter demarcation at site and traffic control involved. (a) Over 10 cm width white and/yellow patta |
| 13 | Painting line, dashes, arrows, letters etc on road in two coats work with ready mix road marking paints including cleaning the surface of all dirt dust and other foreign matter demarcation at site and traffic control involved. (b) Up to 10 cm width |
| 14 | Painting two coats on kerbs with black & white / Yellow alternate bands as per drawing and technical specification. |
| 15 | Painting and printing letters on kilometer stone 3-coats with synthetic enamel paint. a) 5th Kilometer stone. |
| 16 | Painting and printing letters on kilometer stone 3-coats with synthetic enamel paint. b) Ordinary Kilometer stone |
| 17 | Painting and printing letters on kilometer stone 3-coats with synthetic enamel paint. c) Hectometer stone (200m stone) |
| 18 | Painting two coat (excluding priming coat) on previous painted steel and other metal surface with enamel paint brushing to give an even shade incl. cleaning the surface of all dirt dust and other foreign matter. |
| 19 | Finishing wall with two coats of exterior emulsion paint of approved brand and manufacture and of requiredeven shade after thoroughly brushing the surface to remove all dirt and remains of loose powered material etc. complete as directed. |
| 20 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications |
| 21 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. |
| 22 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification |
| 23 | Supplying labour at site of work for different type of work as directed (with tools and plants) |
| 24 | Planting the plants in central verge of rim girth >30cm including supplying plants , farm yard manure and mixing manure in proportion specifiedor as directed and maintaining , watering etc. complete for 90days including applying anti terimite treatment etc. complete. |
| 25 | Cutting of Bougenvel/karen/nala in one metre of Avg. height and trimed the same in proper size and shape as directed including disposal of all rubbish with all lead and lifts etc. comp. |
| 26 | Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts including setting and joining the pipes in C.M. 1:2 watering and laying (To level of slops of I.S. 458 / 1971 Class NP4 of following internal diameter. i) 600 mm dia |
| 27 | Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts including setting and joining the pipes in C.M. 1:2 watering and laying (To level of slops of I.S. 458 / 1971 Class NP4 of following internal diameter. ii) 1000 mm dia |
| 28 | Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts including setting and joining the pipes in C.M. 1:2 watering and laying (To level of slops of I.S. 458 / 1971 Class NP4 of following internal diameter. iii) 1200 mm Dia |
| 29 | Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts including setting and joining the pipes in C.M. 1:2 watering and laying (To level of slops of I.S. 458 / 1971 Class NP4 of following internal diameter. iv) 1400 mm Dia |
| 30 | Providing and layingM150 precast cement concrete kerbs on site as per existing /approved pattern and setting in position with cement mortar 1:3 (1 cement : 3 Sand) as per drawing and technical specification including dismentalling and disposing existing kerb as directed by engineer in charge |
| 31 | Cast in situ cement concrete M-20 kerb with channel: 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 M-10 grade foundation 150 mm thick in PCC M-20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408.(A) Using concrete Mixer |
| 32 | Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408) A. Using Concrete Mixer. |
| 33 | Numbering the C.D. work with approved paint including all materials for painting etc. complete. |
| 34 | Supplying Driver at site of work for driving government heavy vehicles of different type for different work as directed. |
| 35 | Cleaning the catch water chamber by removing tree leaves, brick bats, polyethylene bags, paper bags, sand earth and other foreign materials from the Catch water chamber with the help of bucket with mechanical means without entering in to manhole and disposing off the same within 50m. lead as directed. |
| 36 | Applying 2 coats of lime and geru on trees (1.2m height of which 0.90m of geru and 0.3m patta of lime) includingcost of material, labours and all T&P as directed byengineer in charge (a) Avg. dia< 50 cm |
| 37 | Applying 2 coats of lime and geru on trees (1.2m height of which 0.90m of geru and 0.3m patta of lime) includingcost of material, labours and all T&P as directed byengineer in charge (b) Avg. dia >50 cm |
| 38 | Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) (A) 5th kilometre stone (precast) |
| 39 | Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) (B) Ordinary Kilometer stone (Precast) |
| 40 | Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) ( C ) Hectometer stone (Precast) |
| 41 | Tubular Steel Railing on Medium Weight steel channel ( ISMC series) 100 mm x 50 mm (Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings) |
| 42 | Tubular Steel Railing on Precast RCC posts, 1.2 m high above ground level (Providing, fencing and erecting 50 mm dia painted steel pipe railing in 3 rows on precast M20 grade RCC vertical posts1.8 metres high (1.2 m above GL) with 3 holes 50 mm dia for pipe, fixed 2 metres centre to, complete as per approved drawing) |
| 43 | Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with TMT reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified)(i) M20 Grade of Concrete |
| 44 | Restoration of Rain Cuts: Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes |
| 45 | Maintenance of Earth Shoulder (stripping excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor |
| 46 | Maintenance of Earthen Shoulder (filling with fresh soil) Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. |
| 47 | Cleaning the road side drain incl. uprooting the vegetation & weeds from the gutter and excavating the deposited earth from the drain, incl. dressing of bottom and sides of drain stacking the excavated soil clear from the edge etc. comp. with all labour. |
| 48 | Cleaning the edge of kerbing from both the side of central verge including excavation and depositing the excavated cady dust, dirt etc. in the side shoulder etc. complete. |
| 49 | Random Rubble Masonry (Coursed) in cement sand Mortar 1:3 in foundation upto a depth of 1.5 m and 1.50 m above ground / bed level. |
| 50 | Earth work in excavation in foundation trench etc. not exceeding 2mt. depth incl. dressing of bottom and sides of trenches stacking the excavation soil clear from the edge of excavated & subsequent filling ground pipe masonry in 15 cm. layer with compaction incl. disposal of all surplus soil as directed with a lead at 30 mt. ordinery soil. |
| 51 | Providing and construction brick Masonary kerbing size 23 cm x 35 cm with brick work in C.M. 1:3 incl.applying two coats of enamel pant etc. comp. |
| 52 | Cement Pointing in CM 1:2 deep variety ( in let weather) on stone pitching work. |
| 53 | Providing letters of NH. Standart cut from reflective tap of standart quality including pasting the same on the boards as directed with all labour and materials cost etc. comp. |
| 54 | Earth in cutting in all softs of soil and soft murrum including conveying and spreading the stuff embankment as and where directed within 200 M from the end of the cutting with all required lead and lift. |
| 55 | Surveying for road works including ranging, chainning, pegging, levelling and campass surveying includingall labour material and instruments etc. complete. |
| 56 | Hire charges for JCB machine for removal of Earth, debris, trees, plants, advertisement hoarding… etc. comp. including charges of operators, POL etc. |
| 57 | Hire charges for tractor with trolly / blade on front and cultivator on back including Diesel, oil, operator, helperetc. comp. for earth work, carriage, removal of debris etc. |
| 58 | Hire charges of tractor with water tanker trolly having 3000 litre capacity for watering to plants / shrubs at central verge / road sideor any other purposeas directed by engineer-in-chargeincluding cost of operator,water, labours, fuel, oil, etc. complete |
| 59 | Charges offilling water in government water tanker having 10000 litre capacity for watering to plants / shrubs or any other purposeas directed by engineer-in-charge including cost ofwater, labours, etc. complete from private bore. |
| 60 | Hire charges for Hydraulic Excavator / Hitachi or equivalentmachine / Crawler Mounted Excavator (Bucket Capacity > 1.0 cum) for removal of Earth, debris, trees, plants, advertisement hoarding and other civil work etc. comp. including charges of operators, POL etc. |
| 61 | Carrying out Traffic census at specified count post including engaging man power, furniture, Lights, stationary etc for seven days including prepairing detailed report as per most norms in comprised format showing PCU & CV per day etc. complete in all respect |
| 62 | Wet Mix Macadam (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 |
| 63 | Granular Sub-Base with Close Graded Material (Table:- 400- 2)Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and |
| 64 | Providing & Laying, Collecting,carting,stacking and spreadingquarry spall of specific size including all labour and materials etc, complete as directed |
| 65 | Providing , laying and spreadingwet mixed material of B.T.Metal,Kapachi,Grit and stone dustof specific sizes for dry patchwork as directed including all labour and materials etc. complete. |
| 66 | Cement concrete 1:3:6 mix with machinecrushed stone agg.20mm nominal sizemechanically mixed & vibrated in foundation up to a depth of 1.50 meters below ground level & 1.50 meter above ground / Bed level. |
| 67 | Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000m(Thickness 75 mm) |
| 68 | Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m. |
| 69 | Guniting concrete surface with cement mortar applied with compressor after cleaning surface and spraying with epoxy complete as per Technical specification |
| 70 | Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/Epoxy |
| 71 | Sealing of cracks/porous concrete by injection process through nipples/Grouting complete as per Technical specification. (a) Cement Grout |
| 72 | Sealing of cracks/porous concrete by injection process through nipples/Grouting complete as per Technical specification. (b)Cement mortar (1:1) Grouting |
| 73 | Patching of damaged concrete surface with polymer concrete and curing compounds,initiator and promoter,available in present formulations,to be applied as per instructions of manufacturer and as approved by the Engineer. |
| 74 | Sealing of crack / porous concrete with Epoxy Grout by injection through nipples complete as per clause 2803.1. |
| 75 | Applying epoxy mortar over leached,honey combed and spalled concrete surface and exposed steel reinforcement complete as per Technical specification |
| 76 | Removal of defective concrete,cleaning the surface thoroughly,applying the shotcrete mixture mechanically with compressed air under pressure,comprising of cement,sand,coarse aggregates,water and quick setting compound in the proportion as per clause 2807.1., sand and coarse aggregates conforming to IS: 383 and table 1 of IS: 9012 respectively,water cement ratio ranging from 0.35 to 0.50,density of gunite not less than 2000 kg/cum,strength not less than 25 Mpa and workmanship conforming to clause 2807.6. |
| 77 | Applying pre-packed cement based polymer mortar of strength 45 Mpa at 28 days for replacement of spalled concrete |
| 78 | Eproxy bonding of new concrete to old concrete |
| 79 | Replacement of Expansion Joints complete as per drawings |
| 80 | Replacement of damaged concrete railing. |
| 81 | Replacement of crash barrier. |
| 82 | Replacement of damaged mild steel railing |
| 83 | Repair of crash barrier (Repair of concrete crash barrier with cement concrete of M-30 grade by cutting and trimming the damaged portion to a regular shape,cleaning the area to be repaired thoroughly,applying cement concrete after erection of proper form work.) |
| 84 | Repair of RCC Railing (Carrying out repair of RCC M30 railing to bring it to the original shape.) |
| 85 | Repair of steel Railing (Repair of steel railing to bring it to the original shape) |
| 86 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications 1. PCC Grade M15 2. Height upto 5m |
| 87 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications 1. PCC Grade M20 2. Height upto 5m |
| 88 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications 1. PCC Grade M25 2. Height upto 5m 3. Using concrete Mixer |
| 89 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications 1. PCC Grade M25 2. Height upto 5m 3. With Batching Plant,Transit Mixer and Concrete Pump |
| 90 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications 1. PCC Grade M25 2. Height5m to 10m 3.Using concrete Mixer |
| 91 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications 1. PCC Grade M25 2. Height5m to 10m 3. With Batching Plant,Transit Mixer and Concrete Pump |
| 92 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications 1. PCC Grade M25 2. Heightabove 10m 3. Using concrete Mixer |
| 93 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications 1. PCC Grade M25 2. Heightabove 10m 3. With Batching Plant,Transit Mixer and Concrete Pump |
| 94 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications 1. PCC Grade M30 2. Height upto 5M3. Using concrete Mixer |
| 95 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications 1. PCC Grade M30 2. Height upto 5M3. With Batching Plant,Transit Mixer and Concrete Pump |
| 96 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications 1. PCC Grade M30 2. Height5M to 10M3. Using concrete Mixer |
| 97 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications 1. PCC Grade M30 2. Height5M to 10M 3. With Batching Plant,Transit Mixer and Concrete Pump |
| 98 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) 1. Ordinary Soil 2. Manual Means (Depth upto 3 m) |
| 99 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) 1. Ordinary Soil 2. Mechanical Means (Depth upto 3 m) |
| 100 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) 1. Ordinary rock (not req. blasting) 2. Manual Means (Depth upto 3 m) |
| 101 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) 1. Ordinary rock (not req. blasting)2. Mechanical Means |
| 102 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) 1. Hard rock ( requiring blasting )2.Manual Means |
| 103 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) 1. Hard rock ( blasting prohibited ) 2. Mechanical Means |
| 104 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) 1. Marshy Soil 2. Manual means ( upto 3 m depth) |
| 105 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) 1. Marshy Soil 2. Mechanical Means |
| 106 | Supplying of graded Machine Crushed metal of following size as directed including all taxes & royalties and filling mesaure boxes with all lead and lift etc. complete (3) Machine crushed Metal 45mm to 90mm size to work site of NH58 |
| 107 | Supplying of graded Machine Crushed metal of following size as directed including all taxes & royalties and filling mesaure boxes with all lead and lift etc. complete (3) Machine crushed Metal 45mm to 63mm size to work site of NH58 |
| 108 | Supplying and stacking Scrrening of size 13.20 mmof approved quality on road site including taxes and royalties and filling measure boxes with all lead and lift etc. complete. to work site of NH58 |
| 109 | Supplying and stacking Stone dust of approved quality on road site including taxes and royalties and filling measure boxes with all lead and lift etc. complete to work site of NH58 |
| 110 | Spreading blindage or road crust filling the gaps in metal and levelling to camber and gradient as directed. |
| 111 | Spreading the stone aggregate for soling and WBM including filling the interstices forming the surface to require camber and gradient as directed includig stonedust etc. complete. |
| 112 | Rolling and consolidation water bound macadam ( except laterite and kankar including watering not exceeding 150mm thickness ( main layer ) including binding materials including fillin in depression which occurs during the process. (B) With power roller exceeding 8 tonne and not exceeding 12 tonnes. |
AI Tender Summary
Tender Timeline
Dec 07, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedDec 27, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 28, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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