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    • Tender For Tening To Lekie Road (37.50 Km) In Nagaland. On Turnkey Basis, Peren-Nagaland

    Public Works Department-PWD has published Tender For Tening To Lekie Road (37.50 Km) In Nagaland. On Turnkey Basis. Submission Date for this Tender is 09-01-2020. Road Work Tenders in Peren Nagaland. Bidders can get complete Tender details and download the document.




    Tender Notice

    22945131
    Tender For Tening To Lekie Road (37.50 Km) In Nagaland. On Turnkey Basis
    Open Tender
    Indian
    Nagaland
    Peren
    09-01-2020

    Tender Details

    Tender For Tening To Lekie Road ( 37.50 Km ) In Nagaland. On Turnkey Basis

    Key Value

    Document Fees
    INR 25000 /-
    EMD
    INR 12300000.0 /-
    Tender Value
    INR 122.96 Crore /-

    BOQ Items

    Name of Work: Tening to Lekie in Nagaland
    Sl. No. Item Description Item Code / Make Quantity Units
    1 1 Site clearance and dismantling 1
    2 2 Clearing & grubbing road land i/c uprooting rank vegitation, grass,brushshrubs, saplings & trees of girth upto 300mm, removal of stumps, disposal of unserviceable material & stacking ofserviceable\nmaterial upto 100m. Fromroad boundary. 1.01
    3 3 b)BY MANUAL MEANS: 1.02
    4 4 i)In area of light jungle 1.03 22.1 H
    5 5 Cutting of trees i/c cutting of trunks,branches & removal of stumps i/c stackingof serviciable\nmaterial within a lead of100m.& earth filling in the depression/pit 1.04
    6 6 i) Girth from 300mm to 600mm 1.05 58 Each
    7 7 ii) Girth above 600mm to 900mm 1.06 21 Each
    8 8 Earthwork 1.07
    9 9 Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres. 1.08 600693 cum
    10 10 Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. 1.09
    11 11 Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres. 1.1
    12 12 Excavation in Hilly Areas in Hard Rock Requiring Blasting 1.11 25292 cum
    13 13 Excavation in hilly areas in hard rock requiring blasting, by mechanical means including trimming of slopes and disposal of cut material with all lifts and lead upto 1000 metres. 1.12 6323 cum
    14 14 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drains and foundation of other structurtes graded and compacted to meet requirement of table 300-2 1.13 107126 cum
    15 15 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and\ncompacted to meet requirement of table No. 300-2 1.14 88594 cum
    16 16 Granular sub-base & Base courses 1.15
    17 17 Plant mix method (Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mix material to work site , spreading in uniform layers with motor grader on prepared surface an compacting with vibratory power roller to achieve the desired density, complete as per clause 401) 1.16 66729.9 cum
    18 18 Providing, laying, spreading and compacting stone aggregate to wet mix macadam specification including premixing the material with water to OMC in mechanical mix (Pug Mill), carriage of mixed material by tipper/dumper to site, laying uniform layers in base courses on a well prepared underbase and compacting with power vibratory roller to achieve the desired density i/c lighting, guarding, barricading and maintenance of diversion etc.. (By Mechanical Means) 1.17 48577.1 cum
    19 19 Bituminous course 1.18
    20 20 Providing and applying primer coat with bitumen emulsion on prepared surface of granular\nBase including clearing of road surface and spraying primer using mechanical means. (A)On WBM/WMM surface @ 0.70- 1.00 kg/Sqm . 1.19 215898 sqm
    21 21 Providing and laying bituminous macadam with 60-80 TPH hot mix plant producing an average output of 35 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction Bitumen @ 4 % 1.2 10794.9 cum
    22 22 Providing and laying bituminous concrete with 40-60 TPH batch type hot mix plant producing an average output of 35 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects,ii) Grading - II-13 mm (Nominal Size),(A) using Bitumen PMB70 1.21 6476.95 cum
    23 23 Bridges 1.22
    24 24 Construction of 50m span RCC Bridge at 8+080 m 1.23
    25 25 Earth work in exccavation of foundation for structures complete as per drawing and Technical Specification. 1.24
    26 26 i) Depth upto 3m 1.25 1755 cum
    27 27 ii) Depth 3m to 6m 1.26 1512 cum
    28 28 iii) Above 6m to 10m depth 1.27 1716 cum
    29 29 Back filling behind abutment, wing wall\nand return wall complete as per drawing and Technical Specification 1.28
    30 30 b) Good Sandy soil free from organic\nmaterials 1.29 540 cum
    31 31 Filter medium behind abutment, wing wall and return wall complete as per drawing and Technical specification 1.3 800 cum
    32 32 Pitching on slopes complete as per\ndrawing and Technical Specification 1.31
    33 33 a) Stone 1.32 57.6 cum
    34 34 Placing gabions on abutment location on\nslope 1.33 384 cum
    35 35 Cement concrete for plain concrete/reinforced concrete in open foundation i/c cost of formwork as per drawing & Technical Spefication i/c cost of formwork. 1.34
    36 36 a)Foundation for Footing (M35) 1.35 414 cum
    37 37 i)Piers 35m 1.36 47.1 cum
    38 38 ii)Abutment M35m 1.37 480 cum
    39 39 c) Retaining walls return walls M 30 1.38 72 cum
    40 40 d) Pier caps M 40 1.39 21.71 cum
    41 41 R.C.C. Ginders M 40 1.4 182.88 cum
    42 42 Deck Slab M 40 1.41 122.56 cum
    43 43 e) P.C.C. (M 15) in footing and foundation 1.42 36 cum
    44 44 HYSD bar reinforment in sub structure complete as per drawing and technical\nspecification 1.43
    45 45 a)Foundation footing M 35 1.44 87.01 MT
    46 46 b)Pier M 35 1.45 4.65 MT
    47 47 c) Abutment M 35 1.46 36.1 MT
    48 48 d)Retaining walls, return walls M 30 1.47 12.94 MT
    49 49 HYSD bar reinforcement in super stucture 1.48
    50 50 a)Pier caps M 40 1.49 3.49 MT
    51 51 b)R.C.C. Girders 1.5 56.31 MT
    52 52 c)Deck Slab 1.51 35.05 MT
    53 53 Construction of RCC railing of M30 Grade in situ with 20 mm nominal size aggregate, true to line and grade tolurence of vertical rcc post not to Exceed 1 in 500 complete as per as technical specifications 1.52 100 LM
    54 54 Supplying, fixing & fitting in position true to line and level elastomeric bearings conforming to IRC 83(part-ii) section ix complete with all accessories as per drawing and technical specification 1.53 107100 cc
    55 55 Construction of 25m span RCC Bridge at 33+808 m 1.54
    56 56 Earth work in exccavation of foundation for structures complete as per drawing and Technical Specification. 1.55
    57 57 i) Depth upto 3m 1.56 1170 cum
    58 58 ii) Depth 3m to 6m 1.57 1008 cum
    59 59 iii) Above 6m to 10m depth 1.58 1144 cum
    60 60 Back filling behind abutment, wing wall and return wall\ncomplete as per drawing and Technical Specification 1.59
    61 61 b) Good Sandy soil free from organic materials 1.6 540 cum
    62 62 Filter medium behind abutment, wing wall and return wall complete as per drawing and Technical specification 1.61 800 cum
    63 63 Pitching on slopes complete as per drawing and\nTechnical Specification 1.62
    64 64 a) Stone 1.63 57.6 cum
    65 65 Placing gabions on abutment location on slope 1.64 288 cum
    66 66 Cement concrete for plain concrete/reinforced concrete in open foundation i/c cost of formwork as per drawing & Technical Spefication i/c cost of formwork. 1.65
    67 67 a)Foundation for Footing (M35) 1.66 264 cum
    68 68 i)Abutment M35m 1.67 384 cum
    69 69 b) Retaining walls return walls M 30 1.68 54 cum
    70 70 c) R.C.C. Ginders M 40 1.69 90 cum
    71 71 d) Deck Slab M 40 1.7 60.31 cum
    72 72 e) P.C.C. (M 15) in footing and foundation 1.71 24 cum
    73 73 HYSD bar reinforment in sub structure complete as per\ndrawing and technical specification 1.72
    74 74 a)Foundation footing M 35 1.73 44.21 MT
    75 75 b) Abutment M 35 1.74 22.24 MT
    76 76 c)Retaining walls, return walls M 30 1.75 7.3 MT
    77 77 HYSD bar reinforcement in sub stucture 1.76
    78 78 a)R.C.C. Girders 1.77 24.31 MT
    79 79 b)Deck Slab 1.78 7.41 MT
    80 80 Construction of RCC railing of M30 Grade in situ with 20 mm nominal size aggregate, true to line and grade tolurence of vertical rcc post not to Exceed 1 in 500 complete as per as technical specifications 1.79 50 LM
    81 81 Supplying, fixing & fitting in position true to line and level elastomeric bearings conforming to IRC 83(part-ii) section ix complete with all accessories as per drawing and\ntechnical specification 1.8 107100 cc
    82 82 Construction of 20m span RCC Bridge at 12+310 m 1.81
    83 83 Earth work in exccavation of foundation for structures complete as per drawing and Technical Specification. 1.82
    84 84 i) Depth upto 3m 1.83 1170 cum
    85 85 ii) Depth 3m to 6m 1.84 1008 cum
    86 86 iii) Above 6m to 10m depth 1.85 1144 cum
    87 87 Back filling behind abutment, wing wall and return wall\ncomplete as per drawing and Technical Specification 1.86
    88 88 b) Good Sandy soil free from organic materials 1.87 540 cum
    89 89 Filter medium behind abutment, wing wall and return wall complete as per drawing and Technical specification 1.88 800 cum
    90 90 Pitching on slopes complete as per drawing and\nTechnical Specification 1.89
    91 91 a) Stone 1.9 57.6 cum
    92 92 Placing gabions on abutment location on slope 1.91 288 cum
    93 93 Cement concrete for plain concrete/reinforced concrete in open foundation i/c cost of formwork as per drawing & Technical Spefication i/c cost of formwork. 1.92
    94 94 a)Foundation for Footing (M35) 1.93 264 cum
    95 95 i)Abutment M35m 1.94 384 cum
    96 96 b) Retaining walls return walls M 30 1.95 54 cum
    97 97 c) R.C.C. Ginders M 40 1.96 72 cum
    98 98 d) Deck Slab M 40 1.97 48.25 cum
    99 99 e) P.C.C. (M 15) in footing and foundation 1.98 24 cum
    100 100 HYSD bar reinforment in sub structure complete as per\ndrawing and technical specification 1.99
    101 101 a)Foundation footing M 35 2 32.84 MT
    102 102 b) Abutment M 35 2.01 16.96 MT
    103 103 c)Retaining walls, return walls M 30 2.02 6.49 MT
    104 104 HYSD bar reinforment in sub structure complete as per\ndrawing and technical specification 2.03
    105 105 a)R.C.C. Girders 2.04 19.55 MT
    106 106 b)Deck Slab 2.05 6.37 MT
    107 107 Construction of RCC railing of M30 Grade in situ with 20 mm nominal size aggregate, true to line and grade tolurence of vertical rcc post not to Exceed 1 in 500 complete as per as technical specifications 2.06 40 LM
    108 108 Supplying, fixing & fitting in position true to line and level elastomeric bearings conforming to IRC 83(part-ii) section ix complete with all accessories as per drawing and technical\nspecification 2.07 45500 cc
    109 109 Construction of 10m span RCC Bridge -chainage at 6+735m 2.08
    110 110 Earth work in exccavation of foundation for structures complete as per drawing and Technical Specification. 2.09
    111 111 i) Depth upto 3m 2.1 702 cum
    112 112 ii) Depth 3m to 6m 2.11 576 cum
    113 113 iii)Depth 6m to 10m 2.12 616 cum
    114 114 Back filling behind abutment, wing wall and return wall 2.13
    115 115 b) Good Sandy soil free from organic materials 2.14 540 cum
    116 116 Filter medium behind abutment, wing wall and return wall complete as per drawing and Technical specification 2.15 288 cum
    117 117 Pitching on slopes complete as per drawing and\nTechnical Specification 2.16
    118 118 a) Stone 2.17 43.2 cum
    119 119 Placing gabions on abutment location on slop 2.18 200 cum
    120 120 Cement concrete for plain concrete/reinforced concrete in open foundation i/c cost of formwork as per drawing & Technical Spefication i/c cost of formwork. 2.19
    121 121 a)Foundation for Footing (M35) 2.2 126 cum
    122 122 ii)Abutment M35m 2.21 176 cum
    123 123 b) Retaining walls return walls M 30 2.22 45 cum
    124 124 c)R.C.C. Ginders M 40 2.23 36 cum
    125 125 d)Deck Slab M 40 2.24 24 cum
    126 126 e) R.C.C. (M 15) in footing and foundation 2.25 12 cum
    127 127 HYSD bar reinforment in sub structure complete as per\ndrawing and technical specification 2.26
    128 128 a)Foundation footing M 35 2.27 9.665 MT
    129 129 b) Abutment M 35 2.28 5.5 MT
    130 130 c)Retaining walls, return walls M 30 2.29 2.5 MT
    131 131 HYSD bar reinforcement in sub stucture 2.3
    132 132 a)R.C.C. Girders 2.31 5.5 MT
    133 133 b)Deck Slab 2.32 4 MT
    134 134 Construction of RCC railing of M30 Grade in situ with 20 mm nominal size aggregate, true to line and grade tolurence of vertical rcc post not to Exceed 1 in 500 complete as per as technical specifications 2.33 20 m
    135 135 Construction of 10m span RCC Bridge -chainage at 9+145 m 2.34
    136 136 Earth work in exccavation of foundation for structures complete as per drawing and Technical Specification. 2.35
    137 137 i) Depth upto 3m 2.36 702 cum
    138 138 ii) Depth 3m to 6m 2.37 576 cum
    139 139 iii)Depth 6m to 10m 2.38 616 cum
    140 140 Back filling behind abutment, wing wall and return wall 2.39
    141 141 b) Good Sandy soil free from organic materials 2.4 540 cum
    142 142 Filter medium behind abutment, wing wall and return wall complete as per drawing and Technical specification 2.41 288 cum
    143 143 Pitching on slopes complete as per drawing and\nTechnical Specification 2.42
    144 144 a) Stone 2.43 43.2 cum
    145 145 Placing gabions on abutment location on slop 2.44 200 cum
    146 146 Cement concrete for plain concrete/reinforced concrete in open foundation i/c cost of formwork as per drawing & Technical Spefication i/c cost of formwork. 2.45
    147 147 a)Foundation for Footing (M35) 2.46 126 cum
    148 148 ii)Abutment M35m 2.47 176 cum
    149 149 b) Retaining walls return walls M 30 2.48 45 cum
    150 150 c)R.C.C. Ginders M 40 2.49 36 cum
    151 151 d)Deck Slab M 40 2.5 24 cum
    152 152 e) R.C.C. (M 15) in footing and foundation 2.51 12 cum
    153 153 HYSD bar reinforment in sub structure complete as per\ndrawing and technical specification 2.52
    154 154 a)Foundation footing M 35 2.53 9.665 MT
    155 155 b) Abutment M 35 2.54 5.5 MT
    156 156 c)Retaining walls, return walls M 30 2.55 2.5 MT
    157 157 HYSD bar reinforcement in sub stucture 2.56
    158 158 a)R.C.C. Girders 2.57 5.5 MT
    159 159 b)Deck Slab 2.58 4 MT
    160 160 Construction of RCC railing of M30 Grade in situ with 20 mm nominal size aggregate, true to line and grade tolurence of vertical rcc post not to Exceed 1 in 500 complete as per as technical specifications 2.59 20 m
    161 161 Drainage 2.6
    162 162 Construction of CC drains 2.61
    163 163 Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. 2.62
    164 164 Ordinary soil 2.63
    165 165 Manual Means (Depth upto 3 m) 2.64 3000 Cum
    166 166 Plain cement concrete M-20 mix with stone aggregates 20mm. nominal size mechanically mixed and vibrated in foundation upto depth of 1.5m. below ground / bed level and or 2.65 1110 Cum
    167 167 Construction of Unlined Surface drains 2.66
    168 168 Surface drains in soil(Construction of unlined surface drains of average cross sectional area .40sqm in soil to specified lines grades, levels and dimensions to the requirement of clause 301 and 2.67 34021 metre
    169 169 Construction Single Cell,Double Cell & Box Culvert 2.68
    170 170 Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. 2.69
    171 171 Ordinary soil 2.7
    172 172 Mechanical Means (Depth upto 3 m) 2.71 693 Cum
    173 173 Plain cement concrete M-15 mix with stone aggregates 20mm. nominal size mechanically mixed and vibrated in foundation upto depth of 1.5m. below ground / bed level and or 1.5m. above ground/bed level i/c formwork. 2.72 341.3 Cum
    174 174 Reinforced cement concrete M-20 mix with stone aggrt. 20mm. nominal size mechanically mixed and vibrated for reinforced concrete work in slab excluding steel reinforcement, but including centering and shuttering & laid in position. 2.73 450.6 Cum
    175 175 Steel reinforcement for R.C.C. works including bending, binding and placing in position. 2.74
    176 176 HYSD Bars 2.75 27.73 MT
    177 177 Traffic Signs,Marking and Other Road 2.76
    178 178 Kilo Metre stone (Reinforced cement concrete M15 Grade kilometre stone of standard design as per IRC 8-1980, Fixing in position\nincluding painting and printing etc) 2.77
    179 179 5th km stone(Precast ) 2.78 7 nos
    180 180 Ordinary kilometre stone(Precast) 2.79 37 nos
    181 181 Hectometer Stone(Precast) 2.8 6 nos
    182 182 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 2.81
    183 183 60 cm equilateral triangle 2.82 30 each
    184 184 60 cm circular 2.83 40 each
    185 185 60cm x 45cm rectangular 2.84 250 each
    186 186 Paintaing lines, Dashes, Arrow etc on Roads in two coats on New Work( Painting Lines, Dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming ti IS:164 on Bituminous surface, including cleaning the surface of all dirt and other foreign matter, demarcation at site and traffic control 2.85 3750 sqm.
    187 187 Type -A "W" : Metal Beam crash barrier (providing and erecting a "W" metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 70cm above road/ground level, fixed on ISMC series channel vertical post, 150x75x5 mm spaced 2m centre to centre, 1.8 m high, 1.1 m below ground /road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a space of channel section 150x75x5 mm, 330 mm long complete as per clause 810 2.86 1100 metre
    188 188 Protective Works 2.87
    189 189 RR Breast wall - (2.1 m Height) 2.88
    190 190 Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with\napproved material.) 2.89 2276.15 cum
    191 191 Providing and laying in position Plain Cement Concrete of Grade M 15 in breast wall all complete as per drawings and Technical Specifications Sections 1500, 1700 and 2100. 2.9 683.55 cum
    192 192 Providing Stone Masonary (Stone Masonary work in cement mortar 1:3 in foundation complete as drawing and Technical\nSpecification) 2.91 1810.01 cum
    193 193 Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications 2.92 1960 No.
    194 194 Providing and laying filter media behind breast wall, wing wall, retaining wall and return wall complete as per drawings and Technical Specifications Section 305 and 2500. 2.93 1234.8 cum
    195 195 RR Retaining wall (3 m - Height) 2.94
    196 196 Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with\napproved material.) 2.95 1632.4 cum
    197 197 Providing and laying in position Plain Cement Concrete of Grade M 15 in leveling course below foundations complete as per drawings and Technical Specifications Sections 1500, 1700 and 2100. 2.96 488.925 cum
    198 198 Providing Stone Masonary (Stone Masonary work in cement mortar 1:3 in foundation complete as drawing and Technical\nSpecification) 2.97 1868.25 cum
    199 199 Providing and laying in position Plain Cement Concrete grade M20 in wing wall, head wall, parapet wall and return wall all complete as per drawings and Technical Specifications Sections 1500, 1700, 2100 and 2200. 2.98 174.9 cum
    200 200 Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications 2.99 1060 No.
    201 201 Providing and laying filter media behind breast wall, wing wall, retaining wall and return wall complete as per drawings and Technical Specifications Section 305 and 2500. 3 954 cum
    202 202 Pipe culvert 3.01
    203 203 Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. 3.02
    204 204 For Head wall 3.03 2202.48 cum
    205 205 For Pipe 3.04 891.48 cum
    206 206 Providing and laying in position Plain Cement Concrete of Grade M 15 in leveling course below foundations, approach slabs, return wall, wing wall, curtain wall and including protection works at U/S and D/S all complete as per drawings and Technical Specifications Sections 1500, 1700 and 2700. 3.05
    207 207 For Head wall 3.06 287.28 cum
    208 208 For Pipe 3.07 79.97 cum
    209 209 Providing and laying in position Plain Cement Concrete of Grade M 20 in Head wall all complete as per drawings and Technical Specifications\nSections 1500, 1700 and 2100. 3.08 2510.15 cum
    210 210 Providing and laying in position Plain Cement Concrete of Grade M 20 in Catch Pit all complete as per drawings and Technical Specifications. 3.09 73.42 cum
    211 211 Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP2/prestrssed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) 3.1 950 Rm
    212 212 Providing and laying boulders apron on river bed for protection against\nscour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. 3.11
    213 213 300mm thick dry stone pitching on slope 3.12 3441.79 cum
    214 214 Providing and laying Filter material underneath pitching in slopes complete\nas per drawing and Technical specification 3.13 1720.89 cum
    215 215 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as\nper drawing and Technical specification. 3.14 125.69 cum
    216 216 300mm thick dry stone pitching on Apron 3.15 1133.73 cum
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