|
| 1 | SITE CLEARENCE |
| 2 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material. |
| 3 | i)By Manual means:- (a) In area of thorny jungle. |
| 4 | SETTING OUT |
| 5 | a] Reference benchmark and working bench mark |
| 6 | b] Reference Pillar |
| 7 | c] Back Pillar. |
| 8 | d] Job Pillar |
| 9 | EARTHWORK IN ROAD FORMATION |
| 10 | Earthwork in excavation in soil n hilly area by mechanical means including cutting and trimming of sides slopes and disposing of excavated earth with a lift upto 1.5m and a lead upto 20m as per Technical Specification clause 1603.1 |
| 11 | Culvert 1.50 mtr. span, 3.13 mtr high(As per IRC SP-20-2002) |
| 12 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. |
| 13 | Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (PCC grade M10) |
| 14 | a) Foundation & Plinth |
| 15 | Stone masonry ( second sort) with hard stone in foundations and plinth as per drawing and techanical specifications Clauses 702,704,1202&1203 in cement mortar 1 : 3 (1 cement : 3 fine sand).(CRM) |
| 16 | Stone masonry ( second sort) with hard stone in foundations and plinth as per drawing and techanical specifications Clauses 702,704,1202&1203 in cement mortar 1 : 4 (1 cement : 4 fine sand).(CRM) |
| 17 | Back filling behind the abutment, wing wall and retain wall completeas per the drawing & technical specification.[Granular material] |
| 18 | Providing 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 |
| 19 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204(R.C.C grade M 20) |
| 20 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204(R.C.C grade M 20) |
| 21 | Providingplain concrete for curtain walls complete as per drawings and technical specifications Clause 1303.3(PCC grade M10) |
| 22 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 |
| 23 | a) For nominal mix 1:2:4(Hand mixing) |
| 24 | Supplying, fitting and placing with MS bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 25 | a)MS Deformed Bars |
| 26 | Slab Culvert 2.00 mtr. span, 3.64 mtr high(As per IRC SP-20-2002) |
| 27 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trnches with excavated suitable material. |
| 28 | Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (PCC grade M10) |
| 29 | a) Foundation & Plinth |
| 30 | Stone masonry ( second sort) with hard stone in foundations and plinth as per drawing and techanical specifications Clauses 702,704,1202&1203 in cement mortar 1 : 3 (1 cement : 3 fine sand).(CRM) |
| 31 | Stone masonry ( second sort) with hard stone in foundations and plinth as per drawing and techanical specifications Clauses 702,704,1202&1203 in cement mortar 1 : 4 (1 cement : 4 fine sand).(CRM) |
| 32 | Back filling behind the abutment, wing wall and retain wall completeas per the drawing & technical specification. |
| 33 | Providing 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 |
| 34 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204(R.C.C grade M 20) |
| 35 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204(R.C.C grade M 20) |
| 36 | Providing concrete for plain concrete for curtain walls complete as per drawings and technical specifications Clause 1303.3(PCC grade M10) |
| 37 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 |
| 38 | a) For nominal mix 1:2:4 |
| 39 | Supplying, fitting and placing with MS bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 40 | a)MS Deformed Bars |
| 41 | Slab Culvert 4.00 mtr. span, 3.64 mtr high(As per IRC SP-20-2002) |
| 42 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trnches with excavated suitable material. |
| 43 | Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (PCC grade M10) |
| 44 | a) Foundation & Plinth |
| 45 | Stone masonry ( second sort) with hard stone in foundations and plinth as per drawing and techanical specifications Clauses 702,704,1202&1203 in cement mortar 1 : 3 (1 cement : 3 fine sand).(CRM) |
| 46 | Stone masonry ( second sort) with hard stone in foundations and plinth as per drawing and techanical specifications Clauses 702,704,1202&1203 in cement mortar 1 : 4 (1 cement : 4 fine sand).(CRM) |
| 47 | BackFilling behind abutment, wing wall and return wall complete as per drawing & techanical specification Clause 1204.3.8(Grannular Meterial) |
| 48 | Providing weepholes in stone masonary RCC work, wing walletc 100 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 techanical specification Clauses 614,709.1204.3.7 |
| 49 | Plain/reinforced cement concreete in substructure as per drawing and techanical specification Clauses 802,804,805,806,807,1202 and 1204 (RCC grade M20) |
| 50 | Plain/reinforced cement concreete in substructure as per drawing and techanical specification Clauses 802,804,805,806,807,1202 and 1204 (RCC grade M20) |
| 51 | Providing concrete for plain concrete for curtain walls complete as per drawings and technical specifications Clause 1303.3(PCC grade M10) |
| 52 | Plain/reinforced cement concreete in superstructure as per drawing and techanical specification Clauses 800,1205.4 and 1205.5 (RCC grade M25) |
| 53 | a) For nominal mix 1:1.5:3 |
| 54 | Supplying, fitting and placing with MS bar reinforcment (Fe 415) in substructure as per drawing and techanical specification Clauses 1002,1005,1010&1202 |
| 55 | a)MS Deformed Bars |
| 56 | Slab Culvert 6.00 mtr. span, 6.00 mtr high(As per IRC SP-20-2002) |
| 57 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trnches with excavated suitable material. |
| 58 | Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (PCC grade M10) |
| 59 | a) Foundation & Plinth |
| 60 | Stone masonry ( second sort) with hard stone in foundations and plinth as per drawing and techanical specifications Clauses 702,704,1202 & 1203 in cement mortar 1 : 3 (1 cement : 3 fine sand).(CRM) |
| 61 | Stone masonry ( second sort) with hard stone in foundations and plinth as per drawing and techanical specifications Clauses 702,704,1202&1203 in cement mortar 1 : 4 (1 cement : 4 fine sand).(CRM) |
| 62 | BackFilling behind abutment, wing wall and return wall complete as per drawing & techanical specification Clause 1204.3.8(Grannular Meterial) |
| 63 | Providing weepholes in stone masonary RCC work, wing walletc 100 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 techanical specification Clauses 614,709.1204.3.7 |
| 64 | Plain/reinforced cement concreete in substructure as per drawing and techanical specification Clauses 802,804,805,806,807,1202 and 1204 (RCC grade M20) |
| 65 | Plain/reinforced cement concreete in substructure as per drawing and techanical specification Clauses 802,804,805,806,807,1202 and 1204 (RCC grade M20) |
| 66 | Providing concrete for plain concrete for curtain walls complete as per drawings and technical specifications Clause 1303.3(PCC grade M10) |
| 67 | Plain/reinforced cement concreete in superstructure as per drawing and techanical specification Clauses 800,1205.4 and 1205.5 (RCC grade M25) |
| 68 | a) For nominal mix 1:1.5:3 |
| 69 | Supplying, fitting and placing with MS bar reinforcment (Fe 415) in substructure as per drawing and techanical specification Clauses 1002,1005,1010&1202 |
| 70 | a)MS Deformed Bars |
| 71 | RCCBridge 10 Mtr. clear span |
| 72 | Abutment |
| 73 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. |
| 74 | (i)Ordinary soil Upto 3 m depth |
| 75 | (ii)Below water level Marshy soil |
| 76 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 77 | P.C.C grade M 10[nominal mix 1:3:6] |
| 78 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 |
| 79 | P.C.C grade M 15 [Nominal mix 1:2.5:5] |
| 80 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 |
| 81 | R.C.C grade M 20 |
| 82 | Providing 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 |
| 83 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 |
| 84 | (i) Granular material |
| 85 | Supplying, fitting, and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications Clauses 1002, 1005,1010 and 1202 |
| 86 | Supplying, 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 |
| 87 | RETURN WALL |
| 88 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trnches with excavated suitable material. |
| 89 | (i)Ordinary soil Upto 3 m depth |
| 90 | (ii)Below water level Marshy soil |
| 91 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 92 | P.C.C grade M 10[nominal mix 1:3:6] |
| 93 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 |
| 94 | P.C.C grade M 15 [Nominal mix 1:2.5:5 |
| 95 | Providing 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 |
| 96 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 |
| 97 | (i) Granular material |
| 98 | Supplying, fitting, and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 99 | DECK SLAB |
| 100 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 |
| 101 | R.C.C. grade M 25 [for height upto 5Mtr] |
| 102 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 103 | Drainages spouts complete as per drawing and technical specification clause 1209. |
| 104 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 |
| 105 | Providing and laying a buried expansion joint, covered with 12 mm thick, 200 mm wide galvanised weldable structrual steel plate as per IS:2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8mm dia, 100mm long galvanised nails spaced 300mm c/c along the centre lne of the plate. as per technical specifications Clauses 1207.2.3 |
| 106 | Providing and fillling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight. |
| 107 | Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 |
| 108 | Construction of RCC guide posts of 250 mm dia M20 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2 |
| 109 | PAVEMENT |
| 110 | Shoulder |
| 111 | Construction of subgrade and earthen shoulders with approved material obtained from way cutting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2as per Technical Specification Clause 303.1. |
| 112 | Granular Sub-base with Well Graded Material ( Clause Table 400.2) Grade-B :- |
| 113 | Construction 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 rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Drawing and Technical Specificateion Clause No 401[Gravel/Soil-Aggregate Base (Table 400.2) Grading B] |
| 114 | WBM 2 for Base Course ( 75 mm thick) |
| 115 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fillup the intersices of coarse aggregate,watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(a)By Manual means. |
| 116 | WBM 3 for Base Course ( 75 mm thick) |
| 117 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fillup the intersices of coarse aggregate,watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(a)By Manual means. |
| 118 | PRIME COAT |
| 119 | Providing 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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 [Low porosity] |
| 120 | Tackcoat:- |
| 121 | Providing and applying Tack Coat with Bitumen Emulsion (RS-1)using emulsion distrubuter @ 0.25 to 0.30 Kg per Sqm. On prepared dry and hungry bituminus surface clean with hydraulic broom as per technical specification 503. |
| 122 | Mix Seal Surfacing 25 mm thickness |
| 123 | Mix Seal Surfacing : Providing, laying and rolling of close-graded premix surfacing material of 25 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 |
| 124 | Kutcha Side Drain |
| 125 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. |
| 126 | Ordinary Soil |
| 127 | Ordinary Rock |
| 128 | C.C SideDrain [Trapizoidal Shape] ( Cross section as per IRC SP-20-2002 -RRM , Page 113 , Fig. 6.2.c ) |
| 129 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (i) Upto 3m depth |
| 130 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 803,1202 ans 1203[M -15 Plain base concrete] |
| 131 | Stone Masonry work in cement mortar in foundation complete as per drawings and technical specification Clauses 702,704,1202 & 1204 [CRM in CM 1:5] |
| 132 | Cement plaster 15 mm thick 1:4 on stone masonry |
| 133 | C.C SideDrain [V- Shape] ( Cross section as per IRC SP-20-2002 -RRM , Page 113 , Fig. 6.2.c ) |
| 134 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. |
| 135 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 803,1202 ans 1203[M -15 Plain base concrete] |
| 136 | Stone Masonry work in cement mortar in foundation complete as per drawings and technical specification Clauses 702,704,1202 & 1204 [CRM in CM 1:5] |
| 137 | Cement plaster 15 mm thick 1:4 on stone masonry |
| 138 | ROAD FURNITURE:- |
| 139 | Reinforced cement concrete M15grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 |
| 140 | a). Ordinary 1 Km-stone (size - 66 X 35 X 25 cm) |
| 141 | b)5th Km. Stone (size 107.50x58x25cm) |
| 142 | c)200m stone (precost) |
| 143 | Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thickwith areaexceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos.firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 |
| 144 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thickwith areaexceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 |
| 145 | Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 |
| 146 | Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 |
| 147 | Providing and Fixing PMGSY Logo Board at starting point |
| 148 | Providing and fixing of typical PMGSY Logo board as per MORD specifications and drawing of cast-in-situ RCC,(Size of RCC post 25cmx25cmx90cm below G.L. & finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting 15cmx15cmx260cm above G.L.),(Size of board 1x 85cmx85cmx7.5cm, ) incl.earth work,and lettering with appropiate colour with required shade of approved quality ready mix paint. |
| 149 | Providing and Fixing Title information Board of PMGSY Project(RCC) |
| 150 | Providing and fixing of typical PMGSY Citizen information sign board as per MORD specifications and drawing of cast-in-situ RCC,(Size of RCC post 25cmx25cmx90cm below G.L. & 15cmx15cmx245cm above G.L.),(Size of board 2x 90cmx80cmx7.5cm, ) incl.earth work, finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved quality ready mix paint. |
| 151 | Providing and Fixing Citizen information Board of PMGSY Project(RCC)\"A\" |
| 152 | Providing and fixing of typical PMGSY Citizen information sign board as per MORD specifications and drawing of cast-in-situ RCC,(Size of RCC post 25cmx25cmx90cm below G.L. & 15cmx15cmx245cm above G.L.),(Size of board 2x 90cmx80cmx7.5cm, ) incl. work, finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat,painting and lettering with appropiate colour with required shade of approved quality ready mix paint. |
| 153 | Safety Devices and Signs in Construction Zones |
| 154 | Provision and fixing of traffic signs for limited period at suitable locations in construction zone comprising of warning zone, approach transition zone, working zone and terminal transition zone with a minimum distance of 2-3 m from the edge of the carriageway. The bottom edge of the lowest sign plate to be not less than 2 m above the road level, fixed on 600 mm x 600 mm x 6 mm angle iron post, founded and installed as per approved design and drawings, removed and disposed of after completion of construction work, all as per IRC:SP:55-2001. |
| 155 | i) Men at work |
| 156 | ii) Diversion |
| 157 | iii) Road closed |
| 158 | iv) Stop |
| 159 | v) Slow |
| 160 | vi) Speed limit |
| 161 | Item : Sausage wire crated boulder Protection Structure |
| 162 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material |
| 163 | Providing 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 |
| 164 | Item : Returning wall - 2.00 mtr high( As per IRC SP-20-1979) |
| 165 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trnches with excavated suitable material. |
| 166 | Stone masonry ( second sort) with hard stone in foundations and plinth as per drawing and techanical specifications Clauses 702,704,1202&1203 in cement mortar 1 : 3 (1 cement : 3 fine sand).(CRM) |
| 167 | Stone masonry ( second sort) with hard stone in foundations and plinth as per drawing and techanical specifications Clauses 702,704,1202&1203 in cement mortar 1 : 4 (1 cement : 4 fine sand).(CRM) |
| 168 | Providing weepholes in stone masonary RCC work, wing walletc 100 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 techanical specification Clauses 614,709.1204.3.7 |
| 169 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 [Granular material] |
| 170 | Routine Maintenance |
| 171 | First Year |
| 172 | Second Year |
| 173 | Third Year |
| 174 | Fourth Year |
| 175 | Fifth Year |
| 176 | INCLUDING GST |
| 177 | INCLUDING GST |
