}
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    • Construction of Steel bridges (Bailey and Composite) in South and West Sikkim (Package- II)., South and West District-Sikkim

    State Rural Roads Development -SRRD has published Construction of Steel bridges (Bailey and Composite) in South and West Sikkim (Package- II).. Submission Date for this Tender is 06-08-2021. Bridge Work Tenders in South and West District Sikkim. Bidders can get complete Tender details and download the document.




    Tender Notice

    28667096
    Corrigendum : Construction of Steel bridges (Bailey and Composite) in South and West Sikkim (Package- II).
    Open Tender
    Indian
    Sikkim
    South and West District
    06-08-2021

    Tender Details

    Construction of Steel bridges (Bailey and Composite) in South and West Sikkim (Package- II).

    Corrigendum Details

    Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
    1 30-Jul-2021 Corrigendum Other 06-08-2021

    Key Value

    Document Fees
    INR 100000 /-
    EMD
    INR 2829825.0 /-
    Tender Value
    INR 11.31 Crore /-

    BOQ Items

    Name of Work:Construction of Steel bridges (Bailey and Composite) in South and West Sikkim (Package- II).
    Sl. No. Item Description
    1Construction of 15 Mtr Span Steel Bridge (Bailey) overMangda Jhora in South Sikkim.
    2(ii) Excavation in Hilly Areas in Soil by mechanical means.
    3(A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1
    4Construction of Embankment with material obtained from Roadway cutting
    5Construction of Embankment with approved material deposite at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical specification Clause 301.5
    6Compacting Original Ground.
    7(ii) Compacting original ground supporting subgrade.
    8Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers for subgrade construction as per Technical Specification Clause 303.5.2.
    9Granular Sub-Base with well graded material (Table 400.1)
    10(A) By Mix in Place Method.
    11Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix-in-place method with rotavator at OMC, and compacting with smooth wheeled roller to achieve the desired density, complete as per technical specification clause 401.
    12(i) For Grading I Material.
    13Water Bound Macadam with Crushable Screenings
    14(2) WBM Grading 2
    15Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
    16(A) By manual means.
    17(3) WBM Grading 3
    18Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
    19(A) By manual means.
    20Prime Coat
    21(i) Low porosity
    22Providing and applying primer coat with Bitumen emulsion (SS-1)on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502.
    23Tack Coat
    24(iii) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer and cleaned with Hydraulic broom as per Technical Specification Clause 503.
    2520mm thick Open-Graded Premix Carpet
    2620 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2
    27By ManualMeans
    28Seal Coat
    29Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510
    30Type B(ii) Bitumen (S-65)
    31Construction of earthen shoulder.
    32Construction of subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compavted to meet requirement of table 300.2 with lead upto 1000m as per technical specification clause 303.1.
    33Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by manual means
    34i) Loading of aggregates
    35ii) Loading of sand
    36Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by Mechanical means
    37iii) Unloading of aggregates
    38iii) Unloading of sand
    39Loading and unloading of Bitumen drums by manual means including a lead upto 30m
    40i) Loadingof Bitumen drums by manual means including a lead upto 30m
    41ii) Unloading of Bitumen drums by manual means including a lead upto 30m
    42Haulage excluding Loading and Unloading
    43Haulage of materials by tipper excluding cost of loading, unloading and stacking
    44Case-I : Surfaced road
    45a) Sandlead distance 40 Km
    46b) Aggregates ad distance 40 Km
    47c) Bitumen ad distance 85 Km
    48Case-III : Katcha Track
    49a) Sandlead distance 10 Km
    50b) Aggregates lead distance 10 Km
    51c) Bitumen lead distance 0.0 Km
    52Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps ,Dewatering,Shoring and shuttering and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial.
    53Ordinary soil
    54Upto 3 m depth
    553 m to 6 m depth
    56Ordinary rock
    57Hard rock (requiring blasting)
    58Hard rock (blasting prohibited)
    59Filling annular space around footing in rock as per technical specification Clause 1203.4.3.
    60P.C.C grade M 15 (Nominal mix 1:2.5:5)
    61Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
    62P.C.C grade M 15
    63Nominal mix (1:2.5:5)
    64R.C.C. grade M 30
    65Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
    66Sub Structure
    67Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
    68For height upto 5 m
    69R.C.C. grade M30
    70For height5 to 10 m
    71For height above 10 m
    72Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
    73Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
    74Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
    75Granular material
    76Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smallersize towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specificationClause 1204.3.8
    77Supplying,fitting and fixing in position true to line and level sliding plate bearing with PTFE surface sliding on stainless steel complete including all accessories as per drawing and Technical Specifications and BS: 5400, section 9.1 & 9.2 (for PTFE) and clause 2004 of MoRTH Specifications.
    78Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) Section IX complete, including all accessories as per drawings and technical specification Clause 1207.1
    79Super Structure
    80Providing Bailey Bridge Complete Set as per Bailey Bridge Speecification
    81P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211
    82Nominal mix (1:2.5:5)
    83Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211
    84Providing and laying of an elastomeric slab seal expansion joint complete as per approved drawing and approved specifications to be installed by manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer’s instructions for installlation and as per technical specifications Clause 1207.2.5
    85Filler Joint
    86Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and technical specifications
    87River Bank Protection Work
    88Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
    89For 2 m height of Gabion toe wall for Length of 20 m on both side of abutment wall
    90Loadingof stone aggregates
    91M15 grade concrete
    92M25 grade concrete
    93M30 grade concrete
    94Bituminous Macadam
    95Premix carpet
    96Seal coat
    97Unloading of stone aggregates
    98M15 grade concrete
    99M25 grade concrete
    100M30 grade concrete
    101Bituminous Macadam
    102Premix carpet
    103Seal coat
    104Loading of sand
    105M15 grade concrete
    106M25 grade concrete
    107M30 grade concrete
    108Bituminous Macadam
    109Seal coat
    110Unloading of sand
    111M15 grade concrete
    112M25 grade concrete
    113M30 grade concrete
    114Bituminous Macadam
    115Seal coat
    116Loading of cementand stacking
    117M15 grade concrete
    118M25 grade concrete
    119M30 grade concrete
    120Unloading of cementand stacking
    121M15 grade concrete
    122M25 grade concrete
    123M30 grade concrete
    124Loading steeland stacking
    125Unloading steeland stacking
    126Loading Bitumen Drumsand stacking
    127Bituminous Macadam
    128Premix carpet
    129Seal coat
    130Unloading Bitumen Drums and stacking
    131Bituminous Macadam
    132Premix carpet
    133Seal coat
    134Cost of Haulage Excluding Loading and Unloading
    135Surfaced Road
    136a) Cement lead distance 85 Km
    137b) Stone Aggregates lead distance 40 Km
    138c) Sand lead distance 40 Km
    139d) Steel lead distance 85 Km
    140e) Bitumen lead distance 85 Km
    141Unsurfaceroad
    142a) Cement lead distance 0.0 Km
    143b) Stone Aggregates lead distance 10 Km
    144c) Sand lead distance 10 Km
    145d) Steel lead distance 0.0 Km
    146e) Bitumen lead distance 0.0 Km
    147GST 12% on Civil Works
    148Labour Cess 1%
    149GST on Steel parts 18%
    150Labour Cess 1%
    151Construction of 20 Mtr Span Steel Bridge (Bailey) over Salam Jhora in South Sikkim.
    152(ii) Excavation in Hilly Areas in Soil by mechanical means.
    153(A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1
    154Construction of Embankment with material obtained from Roadway cutting
    155Construction of Embankment with approved material deposite at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical specification Clause 301.5
    156Compacting Original Ground.
    157(ii) Compacting original ground supporting subgrade.
    158Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers for subgrade construction as per Technical Specification Clause 303.5.2.
    159Granular Sub-Base with well graded material (Table 400.1)
    160(A) By Mix in Place Method.
    161Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix-in-place method with rotavator at OMC, and compacting with smooth wheeled roller to achieve the desired density, complete as per technical specification clause 401.
    162(i) For Grading I Material.
    163Water Bound Macadam with Crushable Screenings
    164(2) WBM Grading 2
    165Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
    166(A) By manual means.
    167(3) WBM Grading 3
    168Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
    169(A) By manual means.
    170Prime Coat
    171(i) Low porosity
    172Providing and applying primer coat with Bitumen emulsion (SS-1)on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502.
    173Tack Coat
    174(iii) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer and cleaned with Hydraulic broom as per Technical Specification Clause 503.
    17520mm thick Open-Graded Premix Carpet
    17620 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2
    177By ManualMeans
    178Seal Coat
    179Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510
    180Type B(ii) Bitumen (S-65)
    181Construction of earthen shoulder.
    182Construction of subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compavted to meet requirement of table 300.2 with lead upto 1000m as per technical specification clause 303.1.
    183Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by manual means
    184i) Loading of aggregates
    185ii) Loading of sand
    186Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by Mechanical means
    187iii) Unloading of aggregates
    188iii) Unloading of sand
    189Loading and unloading of Bitumen drums by manual means including a lead upto 30m
    190i) Loadingof Bitumen drums by manual means including a lead upto 30m
    191ii) Unloading of Bitumen drums by manual means including a lead upto 30m
    192Haulage excluding Loading and Unloading
    193Haulage of materials by tipper excluding cost of loading, unloading and stacking
    194Case-I : Surfaced road
    195a) Sandlead distance 50 Km
    196b) Aggregates ad distance 50 Km
    197c) Bitumen ad distance 95 Km
    198Case-III : Katcha Track
    199a) Sandlead distance 15 Km
    200b) Aggregates lead distance 15 Km
    201c) Bitumen lead distance 0.0 Km
    202Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps ,Dewatering,Shoring and shuttering and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial.
    203Ordinary soil
    204Upto 3 m depth
    2053 m to 6 m depth
    206Ordinary rock
    207Hard rock (requiring blasting)
    208Hard rock (blasting prohibited)
    209Filling annular space around footing in rock as per technical specification Clause 1203.4.3.
    210P.C.C grade M 15 (Nominal mix 1:2.5:5)
    211Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
    212P.C.C grade M 15
    213Nominal mix (1:2.5:5)
    214R.C.C. grade M 30
    215Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
    216Sub Structure
    217Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
    218For height upto 5 m
    219R.C.C. grade M30
    220For height5 to 10 m
    221For height above 10 m
    222Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
    223Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
    224Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
    225Granular material
    226Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smallersize towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specificationClause 1204.3.8
    227Supplying,fitting and fixing in position true to line and level sliding plate bearing with PTFE surface sliding on stainless steel complete including all accessories as per drawing and Technical Specifications and BS: 5400, section 9.1 & 9.2 (for PTFE) and clause 2004 of MoRTH Specifications.
    228Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) Section IX complete, including all accessories as per drawings and technical specification Clause 1207.1
    229Super Structure
    230Providing Bailey Bridge Complete Set as per Bailey Bridge Speecification
    231P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211
    232Nominal mix (1:2.5:5)
    233Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211
    234Providing and laying of an elastomeric slab seal expansion joint complete as per approved drawing and approved specifications to be installed by manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer’s instructions for installlation and as per technical specifications Clause 1207.2.5
    235Filler Joint
    236Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and technical specifications
    237River Bank Protection Work
    238Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
    239For 2 m height of Gabion toe wall for Length of 20 m on both side of abutment wall
    240Loadingof stone aggregates
    241M15 grade concrete
    242M25 grade concrete
    243M30 grade concrete
    244Bituminous Macadam
    245Premix carpet
    246Seal coat
    247Unloading of stone aggregates
    248M15 grade concrete
    249M25 grade concrete
    250M30 grade concrete
    251Bituminous Macadam
    252Premix carpet
    253Seal coat
    254Loading of sand
    255M15 grade concrete
    256M25 grade concrete
    257M30 grade concrete
    258Bituminous Macadam
    259Seal coat
    260Unloading of sand
    261M15 grade concrete
    262M25 grade concrete
    263M30 grade concrete
    264Bituminous Macadam
    265Seal coat
    266Loading of cementand stacking
    267M15 grade concrete
    268M25 grade concrete
    269M30 grade concrete
    270Unloading of cementand stacking
    271M15 grade concrete
    272M25 grade concrete
    273M30 grade concrete
    274Loading steeland stacking
    275Unloading steeland stacking
    276Loading Bitumen Drumsand stacking
    277Bituminous Macadam
    278Premix carpet
    279Seal coat
    280Unloading Bitumen Drums and stacking
    281Bituminous Macadam
    282Premix carpet
    283Seal coat
    284Cost of Haulage Excluding Loading and Unloading
    285Surfaced Road
    286a) Cement lead distance 95 Km
    287b) Stone Aggregates lead distance 50 Km
    288c) Sand lead distance 50 Km
    289d) Steel lead distance 95 Km
    290e) Bitumen lead distance 95 Km
    291Unsurfaceroad
    292a) Cement lead distance 0.0 Km
    293b) Stone Aggregates lead distance 15 Km
    294c) Sand lead distance 15 Km
    295d) Steel lead distance 0.0 Km
    296e) Bitumen lead distance 0.0 Km
    297GST 12% on Civil Works
    298Labour Cess 1%
    299GST on Steel parts 18%
    300Labour Cess 1%
    301Construction of 20 Mtr Span Steel Bridge (Bailey) over Andheri khola in West Sikkim.
    302(ii) Excavation in Hilly Areas in Soil by mechanical means.
    303(A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1
    304Construction of Embankment with material obtained from Roadway cutting
    305Construction of Embankment with approved material deposite at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical specification Clause 301.5
    306Compacting Original Ground.
    307(ii) Compacting original ground supporting subgrade.
    308Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers for subgrade construction as per Technical Specification Clause 303.5.2.
    309Granular Sub-Base with well graded material (Table 400.1)
    310(A) By Mix in Place Method.
    311Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix-in-place method with rotavator at OMC, and compacting with smooth wheeled roller to achieve the desired density, complete as per technical specification clause 401.
    312(i) For Grading I Material.
    313Water Bound Macadam with Crushable Screenings
    314(2) WBM Grading 2
    315Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
    316(A) By manual means.
    317(3) WBM Grading 3
    318Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
    319(A) By manual means.
    320Prime Coat
    321(i) Low porosity
    322Providing and applying primer coat with Bitumen emulsion (SS-1)on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502.
    323Tack Coat
    324(iii) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer and cleaned with Hydraulic broom as per Technical Specification Clause 503.
    32520mm thick Open-Graded Premix Carpet
    32620 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2
    327By ManualMeans
    328Seal Coat
    329Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510
    330Type B(ii) Bitumen (S-65)
    331Construction of earthen shoulder.
    332Construction of subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compavted to meet requirement of table 300.2 with lead upto 1000m as per technical specification clause 303.1.
    333Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by manual means
    334i) Loading of aggregates
    335ii) Loading of sand
    336Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by Mechanical means
    337iii) Unloading of aggregates
    338iii) Unloading of sand
    339Loading and unloading of Bitumen drums by manual means including a lead upto 30m
    340i) Loadingof Bitumen drums by manual means including a lead upto 30m
    341ii) Unloading of Bitumen drums by manual means including a lead upto 30m
    342Haulage excluding Loading and Unloading
    343Haulage of materials by tipper excluding cost of loading, unloading and stacking
    344Case-I : Surfaced road
    345a) Sandlead distance 90 Km
    346b) Aggregates ad distance 90 Km
    347c) Bitumen ad distance 125 Km
    348Case-III : Katcha Track
    349a) Sandlead distance 15 Km
    350b) Aggregates lead distance 15 Km
    351c) Bitumen lead distance 0.0 Km
    352Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps ,Dewatering,Shoring and shuttering and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial.
    353Ordinary soil
    354Upto 3 m depth
    3553 m to 6 m depth
    356Ordinary rock
    357Hard rock (requiring blasting)
    358Hard rock (blasting prohibited)
    359Filling annular space around footing in rock as per technical specification Clause 1203.4.3.
    360P.C.C grade M 15 (Nominal mix 1:2.5:5)
    361Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
    362P.C.C grade M 15
    363Nominal mix (1:2.5:5)
    364R.C.C. grade M 30
    365Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
    366Sub Structure
    367Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
    368For height upto 5 m
    369R.C.C. grade M30
    370For height5 to 10 m
    371For height above 10 m
    372Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
    373Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
    374Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
    375Granular material
    376Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smallersize towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specificationClause 1204.3.8
    377Supplying,fitting and fixing in position true to line and level sliding plate bearing with PTFE surface sliding on stainless steel complete including all accessories as per drawing and Technical Specifications and BS: 5400, section 9.1 & 9.2 (for PTFE) and clause 2004 of MoRTH Specifications.
    378Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) Section IX complete, including all accessories as per drawings and technical specification Clause 1207.1
    379Super Structure
    380Providing Bailey Bridge Complete Set as per Bailey Bridge Speecification
    381P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211
    382Nominal mix (1:2.5:5)
    383Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211
    384Providing and laying of an elastomeric slab seal expansion joint complete as per approved drawing and approved specifications to be installed by manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer’s instructions for installlation and as per technical specifications Clause 1207.2.5
    385Filler Joint
    386Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and technical specifications
    387River Bank Protection Work
    388Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
    389For 2 m height of Gabion toe wall for Length of 20 m on both side of abutment wall
    390Loadingof stone aggregates
    391M15 grade concrete
    392M25 grade concrete
    393M30 grade concrete
    394Bituminous Macadam
    395Premix carpet
    396Seal coat
    397Unloading of stone aggregates
    398M15 grade concrete
    399M25 grade concrete
    400M30 grade concrete
    401Bituminous Macadam
    402Premix carpet
    403Seal coat
    404Loading of sand
    405M15 grade concrete
    406M25 grade concrete
    407M30 grade concrete
    408Bituminous Macadam
    409Seal coat
    410Unloading of sand
    411M15 grade concrete
    412M25 grade concrete
    413M30 grade concrete
    414Bituminous Macadam
    415Seal coat
    416Loading of cementand stacking
    417M15 grade concrete
    418M25 grade concrete
    419M30 grade concrete
    420Unloading of cementand stacking
    421M15 grade concrete
    422M25 grade concrete
    423M30 grade concrete
    424Loading steeland stacking
    425Unloading steeland stacking
    426Loading Bitumen Drumsand stacking
    427Bituminous Macadam
    428Premix carpet
    429Seal coat
    430Unloading Bitumen Drums and stacking
    431Bituminous Macadam
    432Premix carpet
    433Seal coat
    434Cost of Haulage Excluding Loading and Unloading
    435Surfaced Road
    436a) Cement lead distance 120 Km
    437b) Stone Aggregates lead distance 85 Km
    438c) Sand lead distance 85 Km
    439d) Steel lead distance 120 Km
    440e) Bitumen lead distance 120 Km
    441Unsurfaceroad
    442a) Cement lead distance 0.0 Km
    443b) Stone Aggregates lead distance 15 Km
    444c) Sand lead distance 15 Km
    445d) Steel lead distance 0.0 Km
    446e) Bitumen lead distance 0.0 Km
    447GST 12% on Civil Works
    448Labour Cess 1%
    449GST on Steel parts 18%
    450Labour Cess 1%
    451Construction of 30 Mtr Span Steel Bridge (Bailey) over Dantey khola in West Sikkim.
    452(ii) Excavation in Hilly Areas in Soil by mechanical means.
    453(A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1
    454Construction of Embankment with material obtained from Roadway cutting
    455Construction of Embankment with approved material deposite at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical specification Clause 301.5
    456Compacting Original Ground.
    457(ii) Compacting original ground supporting subgrade.
    458Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers for subgrade construction as per Technical Specification Clause 303.5.2.
    459Granular Sub-Base with well graded material (Table 400.1)
    460(A) By Mix in Place Method.
    461Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix-in-place method with rotavator at OMC, and compacting with smooth wheeled roller to achieve the desired density, complete as per technical specification clause 401.
    462(i) For Grading I Material.
    463Water Bound Macadam with Crushable Screenings
    464(2) WBM Grading 2
    465Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
    466(A) By manual means.
    467(3) WBM Grading 3
    468Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
    469(A) By manual means.
    470Prime Coat
    471(i) Low porosity
    472Providing and applying primer coat with Bitumen emulsion (SS-1)on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502.
    473Tack Coat
    474(iii) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer and cleaned with Hydraulic broom as per Technical Specification Clause 503.
    47520mm thick Open-Graded Premix Carpet
    47620 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2
    477By ManualMeans
    478Seal Coat
    479Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510
    480Type B(ii) Bitumen (S-65)
    481Construction of earthen shoulder.
    482Construction of subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compavted to meet requirement of table 300.2 with lead upto 1000m as per technical specification clause 303.1.
    483Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by manual means
    484i) Loading of aggregates
    485ii) Loading of sand
    486Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by Mechanical means
    487iii) Unloading of aggregates
    488iii) Unloading of sand
    489Loading and unloading of Bitumen drums by manual means including a lead upto 30m
    490i) Loadingof Bitumen drums by manual means including a lead upto 30m
    491ii) Unloading of Bitumen drums by manual means including a lead upto 30m
    492Haulage excluding Loading and Unloading
    493Haulage of materials by tipper excluding cost of loading, unloading and stacking
    494Case-I : Surfaced road
    495a) Sandlead distance 90 Km
    496b) Aggregates ad distance 90 Km
    497c) Bitumen ad distance 125 Km
    498Case-III : Katcha Track
    499a) Sandlead distance 15 Km
    500b) Aggregates lead distance 15 Km
    501c) Bitumen lead distance 0.0 Km
    502Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps ,Dewatering,Shoring and shuttering and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial.
    503Ordinary soil
    504Upto 3 m depth
    5053 m to 6 m depth
    506Ordinary rock
    507Hard rock (requiring blasting)
    508Hard rock (blasting prohibited)
    509Filling annular space around footing in rock as per technical specification Clause 1203.4.3.
    510P.C.C grade M 15 (Nominal mix 1:2.5:5)
    511Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
    512P.C.C grade M 15
    513Nominal mix (1:2.5:5)
    514R.C.C. grade M 30
    515Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
    516Sub Structure
    517Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
    518For height upto 5 m
    519R.C.C. grade M30
    520For height5 to 10 m
    521For height above 10 m
    522Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
    523Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
    524Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
    525Granular material
    526Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smallersize towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specificationClause 1204.3.8
    527Supplying,fitting and fixing in position true to line and level sliding plate bearing with PTFE surface sliding on stainless steel complete including all accessories as per drawing and Technical Specifications and BS: 5400, section 9.1 & 9.2 (for PTFE) and clause 2004 of MoRTH Specifications.
    528Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) Section IX complete, including all accessories as per drawings and technical specification Clause 1207.1
    529Super Structure
    530Providing Bailey Bridge Complete Set as per Bailey Bridge Speecification
    531P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211
    532Nominal mix (1:2.5:5)
    533Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211
    534Providing and laying of an elastomeric slab seal expansion joint complete as per approved drawing and approved specifications to be installed by manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer’s instructions for installlation and as per technical specifications Clause 1207.2.5
    535Filler Joint
    536Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and technical specifications
    537River Bank Protection Work
    538Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
    539For 2 m height of Gabion toe wall for Length of 20 m on both side of abutment wall
    540Loadingof stone aggregates
    541M15 grade concrete
    542M25 grade concrete
    543M30 grade concrete
    544Bituminous Macadam
    545Premix carpet
    546Seal coat
    547Unloading of stone aggregates
    548M15 grade concrete
    549M25 grade concrete
    550M30 grade concrete
    551Bituminous Macadam
    552Premix carpet
    553Seal coat
    554Loading of sand
    555M15 grade concrete
    556M25 grade concrete
    557M30 grade concrete
    558Bituminous Macadam
    559Seal coat
    560Unloading of sand
    561M15 grade concrete
    562M25 grade concrete
    563M30 grade concrete
    564Bituminous Macadam
    565Seal coat
    566Loading of cementand stacking
    567M15 grade concrete
    568M25 grade concrete
    569M30 grade concrete
    570Unloading of cementand stacking
    571M15 grade concrete
    572M25 grade concrete
    573M30 grade concrete
    574Loading steeland stacking
    575Unloading steeland stacking
    576Loading Bitumen Drumsand stacking
    577Bituminous Macadam
    578Premix carpet
    579Seal coat
    580Unloading Bitumen Drums and stacking
    581Bituminous Macadam
    582Premix carpet
    583Seal coat
    584Cost of Haulage Excluding Loading and Unloading
    585Surfaced Road
    586a) Cement lead distance 125 Km
    587b) Stone Aggregates lead distance 90 Km
    588c) Sand lead distance 90 Km
    589d) Steel lead distance 125 Km
    590e) Bitumen lead distance 125 Km
    591Unsurfaceroad
    592a) Cement lead distance 0.0 Km
    593b) Stone Aggregates lead distance 15 Km
    594c) Sand lead distance 15 Km
    595d) Steel lead distance 0.0 Km
    596e) Bitumen lead distance 0.0 Km
    597GST 12% on Civil Works
    598Labour Cess 1%
    599GST on Steel parts 18%
    600Labour Cess 1%
    601Construction of 20 Mtr Span Steel Bridge (Bailey) over Gumpa khola in West Sikkim
    602(ii) Excavation in Hilly Areas in Soil by mechanical means.
    603(A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1
    604Construction of Embankment with material obtained from Roadway cutting
    605Construction of Embankment with approved material deposite at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical specification Clause 301.5
    606Compacting Original Ground.
    607(ii) Compacting original ground supporting subgrade.
    608Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers for subgrade construction as per Technical Specification Clause 303.5.2.
    609Granular Sub-Base with well graded material (Table 400.1)
    610(A) By Mix in Place Method.
    611Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix-in-place method with rotavator at OMC, and compacting with smooth wheeled roller to achieve the desired density, complete as per technical specification clause 401.
    612(i) For Grading I Material.
    613Water Bound Macadam with Crushable Screenings
    614(2) WBM Grading 2
    615Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
    616(A) By manual means.
    617(3) WBM Grading 3
    618Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
    619(A) By manual means.
    620Prime Coat
    621(i) Low porosity
    622Providing and applying primer coat with Bitumen emulsion (SS-1)on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502.
    623Tack Coat
    624(iii) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer and cleaned with Hydraulic broom as per Technical Specification Clause 503.
    62520mm thick Open-Graded Premix Carpet
    62620 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2
    627By ManualMeans
    628Seal Coat
    629Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510
    630Type B(ii) Bitumen (S-65)
    631Construction of earthen shoulder.
    632Construction of subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compavted to meet requirement of table 300.2 with lead upto 1000m as per technical specification clause 303.1.
    633Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by manual means
    634i) Loading of aggregates
    635ii) Loading of sand
    636Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by Mechanical means
    637iii) Unloading of aggregates
    638iii) Unloading of sand
    639Loading and unloading of Bitumen drums by manual means including a lead upto 30m
    640i) Loadingof Bitumen drums by manual means including a lead upto 30m
    641ii) Unloading of Bitumen drums by manual means including a lead upto 30m
    642Haulage excluding Loading and Unloading
    643Haulage of materials by tipper excluding cost of loading, unloading and stacking
    644Case-I : Surfaced road
    645a) Sandlead distance 50 Km
    646b) Aggregates ad distance 50 Km
    647c) Bitumen ad distance 120 Km
    648Case-III : Katcha Track
    649a) Sandlead distance 15 Km
    650b) Aggregates lead distance 15 Km
    651c) Bitumen lead distance 0.0 Km
    652Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps ,Dewatering,Shoring and shuttering and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial.
    653Ordinary soil
    654Upto 3 m depth
    6553 m to 6 m depth
    656Ordinary rock
    657Hard rock (requiring blasting)
    658Hard rock (blasting prohibited)
    659Filling annular space around footing in rock as per technical specification Clause 1203.4.3.
    660P.C.C grade M 15 (Nominal mix 1:2.5:5)
    661Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
    662P.C.C grade M 15
    663Nominal mix (1:2.5:5)
    664R.C.C. grade M 30
    665Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
    666Sub Structure
    667Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
    668For height upto 5 m
    669R.C.C. grade M30
    670For height5 to 10 m
    671For height above 10 m
    672Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
    673Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
    674Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
    675Granular material
    676Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smallersize towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specificationClause 1204.3.8
    677Supplying,fitting and fixing in position true to line and level sliding plate bearing with PTFE surface sliding on stainless steel complete including all accessories as per drawing and Technical Specifications and BS: 5400, section 9.1 & 9.2 (for PTFE) and clause 2004 of MoRTH Specifications.
    678Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) Section IX complete, including all accessories as per drawings and technical specification Clause 1207.1
    679Super Structure
    680Providing Bailey Bridge Complete Set as per Bailey Bridge Speecification
    681P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211
    682Nominal mix (1:2.5:5)
    683Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211
    684Providing and laying of an elastomeric slab seal expansion joint complete as per approved drawing and approved specifications to be installed by manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer’s instructions for installlation and as per technical specifications Clause 1207.2.5
    685Filler Joint
    686Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and technical specifications
    687River Bank Protection Work
    688Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
    689For 2 m height of Gabion toe wall for Length of 20 m on both side of abutment wall
    690Loadingof stone aggregates
    691M15 grade concrete
    692M25 grade concrete
    693M30 grade concrete
    694Bituminous Macadam
    695Premix carpet
    696Seal coat
    697Unloading of stone aggregates
    698M15 grade concrete
    699M25 grade concrete
    700M30 grade concrete
    701Bituminous Macadam
    702Premix carpet
    703Seal coat
    704Loading of sand
    705M15 grade concrete
    706M25 grade concrete
    707M30 grade concrete
    708Bituminous Macadam
    709Seal coat
    710Unloading of sand
    711M15 grade concrete
    712M25 grade concrete
    713M30 grade concrete
    714Bituminous Macadam
    715Seal coat
    716Loading of cementand stacking
    717M15 grade concrete
    718M25 grade concrete
    719M30 grade concrete
    720Unloading of cementand stacking
    721M15 grade concrete
    722M25 grade concrete
    723M30 grade concrete
    724Loading steeland stacking
    725Unloading steeland stacking
    726Loading Bitumen Drumsand stacking
    727Bituminous Macadam
    728Premix carpet
    729Seal coat
    730Unloading Bitumen Drums and stacking
    731Bituminous Macadam
    732Premix carpet
    733Seal coat
    734Cost of Haulage Excluding Loading and Unloading
    735Surfaced Road
    736a) Cement lead distance 125 Km
    737b) Stone Aggregates lead distance 50 Km
    738c) Sand lead distance 650 Km
    739d) Steel lead distance 125 Km
    740e) Bitumen lead distance 125 Km
    741Unsurfaceroad
    742a) Cement lead distance 0.0 Km
    743b) Stone Aggregates lead distance 15 Km
    744c) Sand lead distance 15 Km
    745d) Steel lead distance 0.0 Km
    746e) Bitumen lead distance 0.0 Km
    747GST 12% on Civil Works
    748Labour Cess 1%
    749GST on Steel parts 18%
    750Labour Cess 1%
    75130 mtr span steel bridge (Composite) over Hee Khola
    752(ii) Excavation in Hilly Areas in Soil by mechanical means.
    753(A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1
    754Construction of Embankment with material obtained from Roadway cutting
    755Construction of Embankment with approved material deposite at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical specification Clause 301.5
    756Compacting Original Ground.
    757(ii) Compacting original ground supporting subgrade.
    758Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers for subgrade construction as per Technical Specification Clause 303.5.2.
    759Granular Sub-Base with well graded material (Table 400.1)
    760(A) By Mix in Place Method.
    761Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix-in-place method with rotavator at OMC, and compacting with smooth wheeled roller to achieve the desired density, complete as per technical specification clause 401.
    762(i) For Grading I Material.
    763Water Bound Macadam with Crushable Screenings
    764(2) WBM Grading 2
    765Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
    766(A) By manual means.
    767(3) WBM Grading 3
    768Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
    769(A) By manual means.
    770Prime Coat
    771(i) Low porosity
    772Providing and applying primer coat with Bitumen emulsion (SS-1)on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502.
    773Tack Coat
    774(iii) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer and cleaned with Hydraulic broom as per Technical Specification Clause 503.
    77520mm thick Open-Graded Premix Carpet
    77620 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2
    777By ManualMeans
    778Seal Coat
    779Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510
    780Type B(ii) Bitumen (S-65)
    781Construction of earthen shoulder.
    782Construction of subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compavted to meet requirement of table 300.2 with lead upto 1000m as per technical specification clause 303.1.
    783Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by manual means
    784i) Loading of aggregates
    785ii) Loading of sand
    786Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by Mechanical means
    787iii) Unloading of aggregates
    788iii) Unloading of sand
    789Loading and unloading of Bitumen drums by manual means including a lead upto 30m
    790i) Loadingof Bitumen drums by manual means including a lead upto 30m
    791ii) Unloading of Bitumen drums by manual means including a lead upto 30m
    792Haulage excluding Loading and Unloading
    793Haulage of materials by tipper excluding cost of loading, unloading and stacking
    794Case-I : Surfaced road
    795a) Sandlead distance 60 Km
    796b) Aggregates ad distance 60 Km
    797c) Bitumen ad distance 100 Km
    798Case-III : Katcha Track
    799a) Sandlead distance 10Km
    800b) Aggregates lead distance 10 Km
    801c) Bitumen lead distance 0.0 Km
    802Earthwork in excavation for structures as per drawing and technical Specification Clause 305.1.including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and back filling in trenches with excavated suitable material.
    803I. Ordinary soil (upto 3m depth)
    804Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802, 803, 1202 & 1203.
    805I. Pcc grade M10 Nominal mix 1 : 3 : 6 (hand mixing)
    806Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
    807II. Course rubble masonry (2nd sort)
    808Providing and laying filter media with granular crush aggregates as per specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind retaining wall to the full height compacted to firm condition complete as per drawing and technical specification clause 1204.3.8
    809Stone masonry in cement mortar 1:3 for parapet complete as per drawing and technical specifications Clauses 700 and 1208.4
    810I. Random rubble masonry
    811Plastering with cement mortar ( 1:4) 15mm thick on Brick/Stone works as perdrawing and technical specification clauses 613.4 and 1204
    812Providing PCC M20 architectural coping on the top of retaining wall complete as per drawing and technical specification clause 615,710 and 1204.3.11
    813Loadingandunloadingbymanual means
    814i) Loading of masonry stone
    815i) Loading of aggregates
    816ii) Loading of sand
    817Loading and unloading by Mechanical means
    818iii) Unloading of masonry stone
    819iii) Unloading of aggregates
    820iii) Unloading of sand
    821Loading and unloading of cement by manual means
    822i) Loading of cement
    823ii) Unloading of cement
    824Haulage of materials by tipper excluding cost of loading, unloading and stacking
    825Case-I : Surfaced road
    826a) Sand lead distance 60 Km
    827b) Aggregates lead distance 60 Km
    828c) Cement lead distance 100 Km
    829d) Masonry stone lead distance 25 Km
    830Case-III : Katcha Track
    831a) Sand lead distance 10 Km
    832b) Aggregates lead distance 10 Km
    833c) Cement lead distance 0.0 Km
    834d) Masonry stone lead distance 5.0Km
    835Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps ,Dewatering,Shoring and shuttering and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial.
    836Ordinary soil
    837Upto 3 m depth
    8383 m to 6 m depth
    839Ordinary rock
    840Hard rock (requiring blasting)
    841Hard rock (blasting prohibited)
    842Filling annular space around footing in rock as per technical specification Clause 1203.4.3.
    843P.C.C grade M 15 (Nominal mix 1:2.5:5)
    844Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
    845P.C.C grade M 15
    846Nominal mix (1:2.5:5)
    847R.C.C. grade M 30
    848Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
    849Sub Structure
    850Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
    851For height upto 5 m
    852R.C.C. grade M30
    853For height5 to 10 m
    854For height above 10 m
    855Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
    856Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
    857Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
    858Granular material
    859Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smallersize towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specificationClause 1204.3.8
    860Supplying,fitting and fixing in position true to line and level sliding plate bearing with PTFE surface sliding on stainless steel complete including all accessories as per drawing and Technical Specifications and BS: 5400, section 9.1 & 9.2 (for PTFE) and clause 2004 of MoRTH Specifications.
    861Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) Section IX complete, including all accessories as per drawings and technical specification Clause 1207.1
    862Super Structure
    863Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
    864R.C.C. Grade M 30
    865Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
    866Providing steel R.S.Js/ built-up steel sections including cutting, welding/rivetting, hoisting, fixing in position for composite girders with shear connectors complete with painting as per drawing and technical specifications clause 1205.6
    867Drainage spouts complete as per drawing and technical specifications Clause 1209
    868P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211
    869Nominal mix (1:2.5:5)
    870Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211
    871Providing and laying of an elastomeric slab seal expansion joint complete as per approved drawing and approved specifications to be installed by manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer’s instructions for installlation and as per technical specifications Clause 1207.2.5
    872Filler Joint
    873Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and technical specifications
    874Providing and laying bituminous macadam with hot mix plant using crushed aggregates ofgrading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolledto achieve the desired compaction as per Technical Specification Clause 504.
    875Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or 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 three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.
    876(i) Bitumen (S-90)
    877Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510
    878By Manual Means
    879Case - II:Type B
    880(I)Bitumen (S-90)
    881River Bank Protection Work
    882Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
    883For 2 m height of Gabion toe wall for Length of 20 m on both side of abutment wall
    884Launching & Erection of superstructure as guide line of IRC -87-2018,IRC-22-2015 and IRC-24-2010 and Technical specification MoRT&H
    885Load Carryingcapacity of bridge as guide line of IRC SP 037-2010
    886Loadingof stone aggregates
    887M15 grade concrete
    888M25 grade concrete
    889M30 grade concrete
    890Bituminous Macadam
    891Premix carpet
    892Seal coat
    893Unloading of stone aggregates
    894M15 grade concrete
    895M25 grade concrete
    896M30 grade concrete
    897Bituminous Macadam
    898Premix carpet
    899Seal coat
    900Loading of sand
    901M15 grade concrete
    902M25 grade concrete
    903M30 grade concrete
    904Bituminous Macadam
    905Seal coat
    906Unloading of sand
    907M15 grade concrete
    908M25 grade concrete
    909M30 grade concrete
    910Bituminous Macadam
    911Seal coat
    912Loading of cementand stacking
    913M15 grade concrete
    914M25 grade concrete
    915M30 grade concrete
    916Unloading of cementand stacking
    917M15 grade concrete
    918M25 grade concrete
    919M30 grade concrete
    920Loading steeland stacking
    921Unloading steeland stacking
    922Loading Bitumen Drumsand stacking
    923Bituminous Macadam
    924Premix carpet
    925Seal coat
    926Unloading Bitumen Drums and stacking
    927Bituminous Macadam
    928Premix carpet
    929Seal coat
    930Cost of Haulage Excluding Loading and Unloading
    931Surfaced Road
    932a) Cement lead distance 100 Km
    933b) Stone Aggregates lead distance 60 Km
    934c) Sand lead distance 60 Km
    935d) Steel lead distance 100 Km
    936e) Bitumen lead distance 100 Km
    937Unsurfaceroad
    938a) Cement lead distance 0.0 Km
    939b) Stone Aggregates lead distance 10 Km
    940c) Sand lead distance 10 Km
    941d) Steel lead distance 0.0 Km
    942e) Bitumen lead distance 0.0 Km
    943GST 12% on Civil Works
    944Labour Cess 1%
    945GST on Steel parts 18%
    946Labour Cess 1%
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