{"component": "clause", "props": {"groups": [{"size": 3, "snippet_links": [{"key": "post-construction", "type": "clause", "offset": [53, 70]}, {"key": "in-accordance-with", "type": "definition", "offset": [79, 97]}, {"key": "work-orders", "type": "clause", "offset": [115, 126]}, {"key": "standard-plan", "type": "definition", "offset": [135, 148]}, {"key": "as-directed", "type": "definition", "offset": [172, 183]}, {"key": "by-county", "type": "clause", "offset": [184, 193]}, {"key": "project-manager", "type": "definition", "offset": [196, 211]}, {"key": "as-shown", "type": "definition", "offset": [279, 287]}, {"key": "the-work", "type": "definition", "offset": [291, 299]}, {"key": "standard-specifications", "type": "definition", "offset": [452, 475]}, {"key": "these-specifications", "type": "definition", "offset": [480, 500]}, {"key": "removed-materials", "type": "clause", "offset": [509, 526]}, {"key": "of-contractor", "type": "clause", "offset": [586, 599]}, {"key": "contractor-will", "type": "clause", "offset": [601, 616]}, {"key": "responsible-for", "type": "clause", "offset": [620, 635]}, {"key": "disposal-of-material", "type": "clause", "offset": [636, 656]}, {"key": "site-locations", "type": "definition", "offset": [761, 775]}, {"key": "payment-for", "type": "clause", "offset": [796, 807]}, {"key": "post-requirements", "type": "clause", "offset": [1036, 1053]}, {"key": "compensation-for-the", "type": "clause", "offset": [1092, 1112]}, {"key": "item-of-work", "type": "definition", "offset": [1113, 1125]}, {"key": "no-additional-compensation", "type": "clause", "offset": [1139, 1165]}, {"key": "by-the-county", "type": "clause", "offset": [1214, 1227]}, {"key": "traffic-control", "type": "clause", "offset": [1259, 1274]}, {"key": "construction-of", "type": "clause", "offset": [1344, 1359]}, {"key": "original-conditions", "type": "definition", "offset": [3190, 3209]}, {"key": "for-repair", "type": "clause", "offset": [3306, 3316]}, {"key": "full-compensation", "type": "definition", "offset": [3491, 3508]}, {"key": "price-bid", "type": "definition", "offset": [3653, 3662]}, {"key": "linear-foot", "type": "definition", "offset": [3667, 3678]}, {"key": "locking-device", "type": "definition", "offset": [4124, 4138]}, {"key": "clearing-and-grubbing", "type": "definition", "offset": [5218, 5239]}, {"key": "barbed-wire", "type": "clause", "offset": [5582, 5593]}, {"key": "consist-of", "type": "clause", "offset": [5815, 5825]}, {"key": "ground-surface", "type": "definition", "offset": [6027, 6041]}, {"key": "standard-6", "type": "clause", "offset": [6057, 6067]}, {"key": "at-10", "type": "definition", "offset": [6099, 6104]}, {"key": "section-206", "type": "clause", "offset": [7758, 7769]}, {"key": "stainless-steel", "type": "definition", "offset": [7945, 7960]}], "snippet": "A. Chain Link Fence with Post: Chain link fence with post construction will be in accordance with details shown on work orders and per Standard Plan 600-1 and 600-1-OC and as directed by County\u2019s Project Manager.\n1. Chain link fence with post will have a fabric width and height as shown on the work orders or as directed by County\u2019s Project Manager. Chain link fence with post will conform to provisions in Subsection 304-3, \u201cChain Link Fence\u201d of the Standard Specifications and these Specifications.\n2. All removed materials including fence, posts and vegetation will become property of Contractor. Contractor will be responsible for disposal of material outside of project right- of-way. Contractor will make all arrangements for disposal of material at off-site locations.\n3. Measurement and payment for Chain link fence with post will be in accordance with Subsection 304-3.4, \u201cMeasurement and Payment\u201d of the Standard Specification, except as noted in these Specifications.\n4. Compensation for conforming to chain link fence with post requirements will be considered as included in the compensation for the item of work involved and no additional compensation for chain link fence with post will be provided by the County and District.\na. Providing all traffic control\nb. Removing and disposing of damaged chain link fencing and posts\nc. Construction of concrete post footings\nd. Providing and installing new chain link fencing and post\ne. Furnishing all labor, materials, tools, equipment and incidentals necessary to perform work\nB. Chain Link Fence without Post: Chain link fence without post construction will be in accordance with details shown on work orders and per Standard Plan 600-01 and 600-01-OC and as directed by County\u2019s Project Manager.\n1. Chain link fence without post will have a fabric width and height as shown on the work orders or as directed by County\u2019s Project Manager. Chain link fence without post will conform to provisions in Subsection 304-3, \u201cChain Link Fence\u201d of the Standard Specifications and these Specifications.\n2. All removed materials including fence and vegetation will become property of Contractor. Contractor will be responsible for disposal of material outside of project right-of-way. Contractor will make all arrangements for disposal of material at off-site locations.\n3. Measurement and payment for Chain link fence without post will be in accordance with Subsection 304-3.4, \u201cMeasurement and Payment\u201d of the Standard Specification, except as noted in these Specifications.\n4. Compensation for conforming to chain link fence without post requirements will be considered as included in the compensation for the item of work involved and no additional compensation for chain link fence without post will be provided by the County and District.\na. Providing all traffic control\nb. Removing and disposing of damaged chain link fencing\nc. Providing and installing new chain link fencing\nd. Furnishing all labor, materials, tools, equipment and incidentals necessary to perform work\nC. Repair Existing Chain Link Fence: Repair existing chain link fence will include the restoration and/or attachment of downed chain link fencing fabric to its original conditions as shown on work orders and as directed by County\u2019s Project Manager.\n1. Measurement and payment for Repair existing chain link fence will be in accordance with Subsection 304-3.4, \u201cMeasurement and Payment\u201d of the Standard Specification, except as noted in these Specifications.\n2. Full compensation for conforming to requirements of Repair Existing Chain Link Fence including the following shall be considered as included in the Contract unit price bid per linear foot in accordance with these specifications and no additional compensation will be allowed.\na. Providing all traffic control\nb. Restoring and/or attaching downed chain link fence fabric\nc. Furnishing all labor, materials, tools, equipment and incidentals necessary to perform work\nD. Chain Link Gate: Chain link gate construction will be in accordance with details shown on work orders and per Standard Plan 600-01 and 600-01-OC (delete plunger rod locking device from gate installation detail) and as directed by County\u2019s Project Manager.\n1. Chain link gate will have a fabric width and height as shown on the work orders or as directed by County\u2019s Project Manager. Chain link gate will conform to provisions in Subsection 304- 3, \u201cChain Link Fence\u201d of the Standard Specifications and these Specifications.\n2. All removed materials including fence and vegetation will become property of Contractor. Contractor will be responsible for disposal of material outside of project right-of-way. Contractor will make all arrangements for disposal of material at off-site locations.\n3. Measurement and payment for Chain link gate will be in accordance with Subsection 304- 3.4, \u201cMeasurement and Payment\u201d of the Standard Specification, except as noted in these Specifications.\n4. Compensation for conforming to chain link gate requirements will be considered as included in the compensation for the item of work involved and no additional compensation for chain link gate will be provided by the County and District\na. Providing all traffic control\nb. Clearing and grubbing\nc. Removing and replacing existing damaged gate and/or posts\nd. Providing and installing new chain link gate and/or post\ne. All welds will be treated with zinc rich galvanized coating and zinc based solder as defined in Standard Specifications\nf. Furnishing all labor, materials, tools, equipment and incidentals necessary to perform work\nE. Barbed Wire Fence: Barbed wire fence will be constructed in accordance with details shown on work orders, Caltrans Standard Plan A86 and as described in these Specifications and as directed by County\u2019s Project Manager.\n1. Fence will consist of three or five strands (as shown on work orders) of 12 gauge 4 point \u201cD\u201d barbed wire with barbs spaced 5\u201d apart and conforming to ASTM 121. Wire will be evenly spaced from top of post down to 12\u201d above ground surface. Posts will be standard 6\u2019 \u201cTee\u201d post and will be placed at 10\u2019 on center.\n2. All removed materials will become property of Contractor. Contractor will be responsible for disposal of material outside of project right-of-way. Contractor will make all arrangements for disposal of material at off-site locations.\n3. Measurement and payment for Barbed wire fence will be in accordance with Subsection 304- 3.4, \u201cMeasurement and Payment\u201d of the Standard Specification, except as noted in these Specifications.\n4. Compensation for conforming to barbed wire fence requirements will be considered as included in the compensation for the item of work involved and no additional compensation for barbed wire fence will be provided by the County and District\na. Providing all traffic control\nb. Providing and installing new barbed wire fence and post\nc. Furnishing all labor, materials, tools, equipment and incidentals necessary to perform work\nF. Barbed Wire Topping: Chain link fencing may be topped with three (3) strands of Barbed wire topping as shown on work orders and as directed by County\u2019s Project Manager.\n1. Compensation for conforming to barbed wire topping requirements will be considered as included in the compensation for the item of work involved and no additional compensation for barbed wire topping will be provided by the County and District\na. Providing all traffic control\nb. Removing and disposing of damaged barbed wire\nc. Providing and installing new barbed wire topping\nd. Furnishing all labor, materials, tools, equipment and incidentals necessary to perform work\nG. Anchor Bolt Plate and Post: Anchor bolt plate and post will be in accordance with details shown on work orders and provisions in Section 206, \u201cMiscellaneous Metal Items\u201d of Standard Specifications and as directed by County\u2019s Project Manager.\n1. Anchor bolt plate and post will be 3/8\u201d galvanized steel with four (4) stainless steel bolts. Fence post will be welded to anchor plate as shown on work orders and as directed by County\u2019s Project Manager.\n2. Compensation for conforming to anchor bolt plate and post requirements will be considered as included in the compensation for the item of work involved and no additional compensation for anchor bolt plate and post will be provided by the County and District\na. Providing all traffic control\nb. Removing and disposing of damaged posts\nc. Providing and installing new anchor bolt plate and posts\nd. Furnishing all labor, materials, tools, equipment and incidentals necessary to perform work\nH. Guard Cable Fence: Guard cable fence will be in accordance with detail shown on work orders, as directed by the County\u2019s Project Manager, and per Standard Plan 1413.\n1. Compensation for conforming to guard cable fence requirements will be considered as included in the compensation for the item of work involved and no additional compensation for guard cable fence will be provided by the County and District.\na. Removing and disposing of damaged guard cable fence\nb. Providing and installing new guard cable fence\nc. Furnishing all labor, materials, tools, equipment and incidentals necessary to perform work", "samples": [{"hash": "74ecBiLlCX2", "uri": "/contracts/74ecBiLlCX2#material-specifications", "label": "Fence and Gate Repair/Maintenance Services Contract", "score": 31.909425508, "published": true}, {"hash": "1HmTnAlyhyT", "uri": "/contracts/1HmTnAlyhyT#material-specifications", "label": "Fence and Gate Repair/Maintenance Services Contract", "score": 31.6401245901, "published": true}], "hash": "63e4865b58f5c985a45d0d5ce7d0881c", "id": 4}, {"size": 4, "snippet_links": [{"key": "participating-entity", "type": "definition", "offset": [94, 114]}, {"key": "will-provide", "type": "clause", "offset": [115, 127]}, {"key": "required-specifications", "type": "definition", "offset": [128, 151]}, {"key": "acceptable-material", "type": "definition", "offset": [187, 206]}, {"key": "placing-orders", "type": "clause", "offset": [278, 292]}], "snippet": "Equipment material specifications may vary between cities, counties, schools and states. Each Participating Entity will provide required specifications to include, but not be limited to, acceptable material, finish, diameters, thickness, gage, and angles of all components when placing orders or as necessary.", "samples": [{"hash": "8Y5IsSBPzOW", "uri": "/contracts/8Y5IsSBPzOW#material-specifications", "label": "Contract to Provide Playground and Outdoor Fitness Equipment", "score": 28.3744682609, "published": true}, {"hash": "dMUthMe7eey", "uri": "/contracts/dMUthMe7eey#material-specifications", "label": "Contract to Provide Playground and Outdoor Fitness Equipment", "score": 28.2195588658, "published": true}, {"hash": "9FAFdzwO5IP", "uri": "/contracts/9FAFdzwO5IP#material-specifications", "label": "Contract to Provide Playground and Outdoor Fitness Equipment", "score": 25.167008898, "published": true}], "hash": "72b8fb64e580eaf4802e15ee9d9b15f5", "id": 1}, {"size": 3, "snippet_links": [{"key": "in-order-to", "type": "clause", "offset": [0, 11]}, {"key": "minimum-standards", "type": "clause", "offset": [19, 36]}, {"key": "development-of-the", "type": "clause", "offset": [45, 63]}, {"key": "selected-items", "type": "definition", "offset": [125, 139]}, {"key": "of-works", "type": "clause", "offset": [140, 148]}, {"key": "the-concessionaire-shall", "type": "clause", "offset": [150, 174]}, {"key": "the-material", "type": "definition", "offset": [179, 191]}, {"key": "construction-of-the-bus-terminal", "type": "clause", "offset": [229, 261]}, {"key": "ancillary-facilities", "type": "clause", "offset": [270, 290]}, {"key": "rest-rooms", "type": "clause", "offset": [366, 376]}, {"key": "minimum-size", "type": "clause", "offset": [443, 455]}, {"key": "information-centre", "type": "definition", "offset": [1157, 1175]}, {"key": "wash-basin", "type": "clause", "offset": [1181, 1191]}, {"key": "in-general", "type": "clause", "offset": [1662, 1672]}, {"key": "cement-concrete", "type": "definition", "offset": [1695, 1710]}, {"key": "brick-work", "type": "clause", "offset": [1872, 1882]}, {"key": "cement-mortar", "type": "clause", "offset": [1901, 1914]}, {"key": "the-platform", "type": "clause", "offset": [2212, 2224]}, {"key": "internal-finishing", "type": "clause", "offset": [2407, 2425]}, {"key": "terminal-building", "type": "definition", "offset": [2433, 2450]}, {"key": "other-material", "type": "definition", "offset": [2688, 2702]}, {"key": "waiting-room", "type": "clause", "offset": [3045, 3057]}, {"key": "doors-and-windows", "type": "definition", "offset": [3096, 3113]}, {"key": "building-specifications", "type": "clause", "offset": [3249, 3272]}, {"key": "wherever-required", "type": "clause", "offset": [3557, 3574]}, {"key": "tinted-glass", "type": "definition", "offset": [3665, 3677]}, {"key": "for-public", "type": "definition", "offset": [3972, 3982]}, {"key": "ticket-counters", "type": "definition", "offset": [3999, 4014]}, {"key": "stainless-steel", "type": "definition", "offset": [4361, 4376]}, {"key": "approved-make", "type": "definition", "offset": [4430, 4443]}, {"key": "lock-and-key", "type": "clause", "offset": [4565, 4577]}, {"key": "steel-cupboards", "type": "clause", "offset": [4777, 4792]}, {"key": "external-works", "type": "definition", "offset": [4812, 4826]}, {"key": "steel-reinforcement", "type": "clause", "offset": [4948, 4967]}, {"key": "expansion-joint", "type": "definition", "offset": [5267, 5282]}, {"key": "parking-area", "type": "definition", "offset": [5475, 5487]}, {"key": "boundary-wall", "type": "clause", "offset": [6101, 6114]}, {"key": "the-boundary", "type": "definition", "offset": [6115, 6127]}, {"key": "both-sides", "type": "definition", "offset": [6192, 6202]}, {"key": "internal-roads", "type": "clause", "offset": [6302, 6316]}, {"key": "protection-of", "type": "definition", "offset": [6627, 6640]}, {"key": "for-city", "type": "definition", "offset": [7003, 7011]}, {"key": "neat-cement", "type": "definition", "offset": [7178, 7189]}, {"key": "provisions-for", "type": "clause", "offset": [7342, 7356]}, {"key": "physically-challenged", "type": "definition", "offset": [7357, 7378]}, {"key": "steel-work", "type": "clause", "offset": [7382, 7392]}, {"key": "to-the-extent", "type": "clause", "offset": [7418, 7431]}, {"key": "mild-steel", "type": "definition", "offset": [7449, 7459]}, {"key": "built-up", "type": "clause", "offset": [7463, 7471]}, {"key": "approval-of", "type": "clause", "offset": [7522, 7533]}, {"key": "independent-engineer", "type": "definition", "offset": [7534, 7554]}], "snippet": "In order to obtain minimum standards for the development of the bus terminal components, various materials are specified for selected items of works. The concessionaire shall use the material specified in the table below for the construction of the bus terminal and the ancillary facilities. 1 Flooring / Skirting / Dado Offices, Stores, Waiting Halls, Dormitories, Rest Rooms Stores, Dormitories, Rest rooms: \u00b7 Flooring: Vitrified tiles with minimum size of 60cm x 60cm \u00b7 Skirting: 10.0 cm high of Vitrified tile Waiting rooms, Offices: \u00b7 Flooring: Vitrified tiles \u00b7 Skirting: 10.0 cm high of Vitrified tile B Passenger Circulation Area and Canteen/ Restaurant, Shops, Booths Flooring: Vitrified tiles with minimum size of 60cm x 60cm Skirting: 10.0 cm high skirting of Vitrified Tiles Dado: 135 cm high dado of Vitrified Tiles Passenger Platform Rough Kota Stone with minimum size of 60cm x 60cm (38 mm thick) Staircase With unpolished granite (15 mm thick) C Toilet Blocks Flooring: Granite (12 mm thick) Skirting: 10.0 cm high skirting of Granite Dado: 135 cm Granite/dado up to lintel height D Bus Ticket Counter, Enquiry Counter, Reservation Counter, Information Centre Top, Wash Basin Slab Tops in and table tops of Kitchen/Pantry Polished Granite (38 mm thick) in single piece as far as possible. E Electric Sub Station/Generator Room Ironite Flooring (50 mm thick) F Kitchen/Pantry Flooring: Granite stone (38 mm thick) with stone size 60 cm x 60 cm Skirting: 10.0 cm high skirting of Granite stone (38 mm thick) Dado: 47.5 cm high dado of Granite stone (1.5\u2019\u2019 thick) above the counter top G Ramp With rough Kota Stone/staggered granite (38 mm thick) H In general Flooring : 50mm thick Cement Concrete\u2014 M35 grade Skirting : 30cm high skirting of Polished Kota Stone (38 mm thick) I Basement Cement Concrete Flooring A Brick Walls, Concrete members connected with brick work Walls shall be in cement mortar (1:4) plastered (12mm thick inside face and 20mm thick external face) and painted with oil bound distemper above skirting / dado after applying of putty, primer to give a perfect even surface B Reinforced Cement Concrete RCC slab ceilings shall be plastered with 12 mm thick in CM 1:4. Columns in the platform area shall have faulted vertical surfaces painted in sandtex matt cement paint of Dholpur stone colour shade. (Painting shall be done after the 12 mm thick cement plaster 1:4 mix) C Internal Finishing of the Terminal Building 12 mm thick cement plaster 1:4 mix and shall be painted with oil bounded distemper D External Finishing of the Terminal Building (i) Platform Wall The surfaces shall be of Marble/Stone/aluminum composite panels cladding/Glass/HPL or any other material with good aesthetics. Remaining walls facing towards platform shall be plastered (20 mm single mala) above 135 cm high granite stone dado and painted with oil bound distemper E Internal wooden and steel joinery Painted with Synthetic Enamel 1st quality of approved shade 3 Joinery / Doors / Windows / Shutters /Ventilators A Offices, Stores, Waiting Room, Dormitories, Rest Rooms Joinery: All doors and windows chowkhats shall be 16 gauge pressed steel double or single rebate as per requirement, prefilled with 1:3:6 cement concrete, as per PWD Building Specifications. Doors: All door shutters shall be 40 mm thick teak wood with 12 mm thick panels of water proof as per PWD Building Specifications. Windows: Window shutters shall be 35 mm thick of teak wood having glass panes as per PWD Building Specifications. Wire gauge shutters shall be provided wherever required. Cupboard Frame/Shutters: Teak wood as per PWD Building Specifications. Glazing: Plain or Tinted glass of minimum thickness 5 mm. Shutters : Rolling Shutters B Counters, Reservation Counters, Information Counters Windows : Windows (size 2m x 1m) with plain glass panes covered with window grill on the external side made of MS sections as per PWD Building Specifications, having suitable openings for public interface C Bus Ticket Counters Windows: Windows (size 2m x 1m) with window grill on the external side made of MS sections as per PWD Building Specifications, having suitable openings for public interface D Toilets PVC flush doors E Water Proofing Works Water proofing of basement as per PWD Building Specifications (Box type water proofing) 4 Furniture A Waiting Halls Chairs: Stainless steel chairs with back rest, grouted/fixed to the floor of approved make of Godrej etc. Tables: Steel framework with 20 mm thick wooden/board top, finished with lamination of approved make with lock and key arrangement. B Offices Chairs : Office Chairs of approved make Tables : Steel structure with 20 mm thick wooden/board top, finished with sunmica (lamination) of approved make Cupboards: Factory made steel cupboards of approved make 5 External Works A Pavement-Bus Terminal Circulation Area 30 cm thick Cement Concrete Pavement. M35 grade in panels of size 3m X 3mm with steel reinforcement at corner 0.9m x 0.9m width 8mm dia. Steel @ 150mm c/c laid over 100mm thick lean concerete 1:3:6 including 6mm thick fine sand uniformaly spread with providing laying in portion separation membrane of impermeable polythene sheet 125 micron over lap width 300mm nailing to lower surface making 12mm expansion joint with 220 mm shaitax board as per CRRI specification The rigid pavement shall be designed as per IRC: 58-2015. Construction of rigid pavement shall conform to MORT&H Specifications. B Pavement-Parking Area for vehicles 20 cm thick Cement Concrete Pavement. M30 grade in panels of size 3m X 3mm with steel reinforcement at corner 0.9m x 0.9m width 8mm dia. Steel @ 150mm c/c laid over 100mm thick lean concerete 1:3:6 including 6mm thick fine sand uniformaly spread with providing laying in portion separation membrane of impermeable polythene sheet 125 micron over lap width 300mm nailing to lower surface making 12mm expansion joint with 220 mm shaitax board as per CRRI specification Parking area should be covered and paved. M25 grade interlocking pavers of 80 mm thickness should be provided over 30 mm sand layer. Boundary Wall The boundary wall of the bus terminal shall be 1.75m high, plastered 20mm on both sides of the wall with oil bound distemper on both the sides. C \u2587\u2587\u2587\u2587\u2587 and Precast Channel Stones For all internal roads shall cement concrete as per PWD Specifications D Bus Stoppers RCC and RS Joists E Platform Nosing 7.5 cm x 7.5 cm MS angle F Railing Stainless steel G Footpaths/ Passenger entry- exit RoughKota /Nimbaheda/MandanaStone(38 mm thick) H Ramps Cement concrete (M30 grade) I Plinth Protection 60 cm to 90 cm plinth protection of 38 cm thick M20 cement concrete laid over 10cm thick lean concrete M10 and 10cm thick sand combined with toe wall wherever required J Water Proofing Laying integral type (India type) cement based water proofing system using brickbats with the approved water proofing Compounds K Pedestrian concourse area Nimbaheda / Mandana Stone (38 mm thick) 6 BUS-Q-SHELTERS FOR CITY BUSES A Flooring Stable and anti skid type, concrete or pre polished concrete designer tiles 20 mm thick of approved colour, shape and pattern, in floor jointed with neat cement slurry/binding material, over a bed of 150 mm cement concrete mix of 1:4:8 and 50mm thick cement mortar of 1:6 mix. The tactile tiles to be laid as per provisions for physically challenged. B Steel Work as Sub Structure Pre fab to the extent possible, either Mild Steel in built up tubular trusses or of any other material with the approval of Independent Engineer.", "samples": [{"hash": "5SsjEiyvHfL", "uri": "/contracts/5SsjEiyvHfL#material-specifications", "label": "Concession Agreement", "score": 24.0075290897, "published": true}, {"hash": "efgOdyIDmx2", "uri": "/contracts/efgOdyIDmx2#material-specifications", "label": "Concession Agreement", "score": 23.8446269678, "published": true}], "hash": "78ff4a964c49d48dee1c2aa4809b0646", "id": 3}, {"size": 2, "snippet_links": [{"key": "products-sold", "type": "clause", "offset": [14, 27]}, {"key": "the-material", "type": "definition", "offset": [59, 71]}, {"key": "appendix-d", "type": "definition", "offset": [106, 116]}, {"key": "incorporated-herein-by-reference", "type": "clause", "offset": [121, 153]}], "snippet": "All Qualified Products sold by Sun to GPI will comply with the material specifications attached hereto as Appendix D and incorporated herein by reference (\u201cSpecifications\u201d).", "samples": [{"hash": "hS0LT7pg3mQ", "uri": "/contracts/hS0LT7pg3mQ#material-specifications", "label": "Supply Agreement (Graphic Packaging Holding Co)", "score": 21.0, "published": true}, {"hash": "2LAkDUWu5WC", "uri": "/contracts/2LAkDUWu5WC#material-specifications", "label": "Supply Agreement (Graphic Packaging Holding Co)", "score": 21.0, "published": true}], "hash": "bf7d1b288c4a0bcb7bf89d13d52c7f52", "id": 5}, {"size": 2, "snippet_links": [{"key": "mild-steel", "type": "definition", "offset": [95, 105]}], "snippet": "a. Steel plates or coils - The pipe shall be fabricated out of steel plates or strips of fresh mild steel coils (HR coils) conforming to IS 2062, and having minimum specified tensile strength of 410 MPa. The steel plates for fittings, specials and stiffeners shall be of mild steel conforming to IS 2062.\nb. 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