Public Works Roads Department has published Restoration Of Flood Damaged Road On Banugaon Village Road Under Sdrf ( Fdr ) For The Year 2021-22 ( Providing Rcc Box Cell ( 2X2=2 Cell ) Andearth Work And Gsb Works ) ( B ) ) Restoration Offlood Damaged Road On Angthihara To Teteliguri Road Und. Submission Date for this Tender is 10-04-2023. Culvert Tenders in kokrajhar Assam. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | (Part A)Restoration offlood damaged road on Banugaon village road under SDRF(FDR) for the year 2021-22(Providing RCC Box Cell (2x2=2 Cell) andEarth Work and GSB Works ) Clearing and grabbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic and not exceeding 150 mm in thickness.)as per technical specification clause no. 201 By Manual Means. A)In area of non thorny jungle |
| 2 | Construction of embankment with Material Obtained from Borrow Pits(Construction of Embankment with approved materials obtained from borrow pits with all lifts and leads upto 1.5m,transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto1000m. as per technical specification Clause 301.5 (i) Private land |
| 3 | Construction of Sub grade and Earthen Shoulders (Construction of Sub grade and Earthen Shoulders with approved materials obtained from borrow pits, with all lifts and leads, transporting to site, spreading, gradingto required slope and compacted to meet requirement of table 300.2 with lead upto 1000m as per technical specification Clause 303.1 (i) Private land |
| 4 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2):( Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, completeas per technical specification 401(A) By Mix in placeMethod (I) for grading- II Material |
| 5 | Providing and fixing of retro-reflectorised cautionary, mandatary and informatory sign as per IRC 67 made of encapsulated lens type reflective sheeting vide clause 1701.1.3 fixed over aluminium sheeting , 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreate 450mmx450mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 801 (iv) 80cmx60cm rectangular |
| 6 | Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) (ii) Ordinary Kilometer stone (Precast) |
| 7 | Excavation for Structures: Earth work in excavation for structures as per drawing and technical specification,including setting out,construction of shoring and bracing,removal of stumps and other deleterious materials and disposal upto a lead of 50m,dressing of sides and bottom and backfilling in trenches with excavated suitable material. V. Marshy soil |
| 8 | Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 , I. Sand filling |
| 9 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803.1202 & 1203. B) With natural gravelII.PCC Grade M10 (i) Nomical Mix1:3:6 |
| 10 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803.1202 & 1203. B) With natural gravelII.PCC Grade M20 (i) Nomical Mix1:2:4 |
| 11 | Providing and laying reinforced cement concrete in substructurecomplete as per drawing and technical specification clause 802,804,805,806,807 ,1202. & 1204 .B. With natural gravel IV. RCC Grade M25 (i) For height upto 5m |
| 12 | Providing and laying reinforced cement concrete in superstructurecomplete as per drawing and technical specification clause 800,1205.4 and 1205.5,.B. With natural gravel IV. RCC Grade M25 (i) For height upto 5m |
| 13 | Supplying,fitting and placinguncoated TMT(Fe-500D) reinforcement bar (other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent) in substructure complete as per drawing and technical specification clause 1002,1005,1010 & 1202 |
| 14 | Supplying,fitting and placinguncoated TMT(Fe-500D) reinforcement bar (other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent) in substructure complete as per drawing and technical specification clause 1002,1005,1010 & 1202 |
| 15 | Providing weepholes in brick masonary/stone masonary ,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 Specifications Clause 614,709,1204.3.8. |
| 16 | Backfilling behind abutment, wing wall and return wall complete as per drawing & technical specification clause 1204.3.8.A) Granular material |
| 17 | Providing and laying Cement concrete wearing course M-30 grade including reinforcement complete as per drawing and Technical Specifications Clause 800 and 1206. A) With crushed stone |
| 18 | Construction of RCC railing of M25 Grade in cast in situ with 20mm nominal size aggregate, true to line and grade,tolurence of vertical RCC post not to exceed 1 in 500,centre to centre spacing between vertical post not to exceed 2000 mm,leaving adequate space between vertical post for expansion,complete as per approved drawings and technical specifications clause 800,900 and |
| 19 | Drainage spouts complete as per drawing and technical specification clause 1304(iii)Cement concrete grade M10 |
| 20 | Providing and laying Curtain walls complete as per drawing and Technical Specifications Clause1304III) Cement concrete grade M10 |
| 21 | Construction of flexible apron 1m thick comprising of loose stone boulders weighing not less than 25 kg beyand curtain wall. |
| 22 | Providing pressure relief pipes 100mm dia in bottom slab of Box cell on a filter media base of 500mmx500mm as per drawing and Technical Specifications Clause1205.5.7 III) Cement concrete grade M10 |
| 23 | (Part B) Restoration offlood damaged road on Angthihara to Teteliguri road under SDRF(FDR) for the year 2021-22 (Providing ICBP and Boulder Apron, Pitching on Slopes, Filter Materials at Ch. 800.00m to 900.00m) Construction of embankment with Material Obtained from Borrow Pits(Construction of Embankment with approved materials obtained from borrow pits with all lifts and leads upto 1.5m,transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto1000m. as per technical specification Clause 301.5 (i) Private land |
| 24 | Construction of Sub grade and Earthen Shoulders (Construction of Sub grade and Earthen Shoulders with approved materials obtained from borrow pits, with all lifts and leads, transporting to site, spreading, gradingto required slope and compacted to meet requirement of table 300.2 with lead upto 1000m as per technical specification Clause 303.1 (i) Private land |
| 25 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2):( Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, completeas per technical specification 401(A) By Mix in placeMethod (I) for grading- II Material |
| 26 | WBM Grading 3 Using stone sceening Type- B 11.2mm for Gr. III Providing, 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. (A) By Manual Means. WBMGr.-III |
| 27 | Interlocking concrete block pavementProvidingand laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504. A) Including Edge block/ Edge restraints |
| 28 | Providing & laying of boulder apron laid in wire crates with 4mm dia GI wire conforming to IS:280 and IS:4826 in 100mmx100mm mesh (woven diagonally) including 10 percent extra for laps and joints laid with stone boulders weighting not less than 25kg eachas per drawing and technical specifications Clause 1301 |
| 29 | Providing & laying filter materials underneath pitching in slopescomplete as per drawing and technical specifications Cl. 1302 |
| 30 | Providing & laying pitching on slopes laid over prepared filter mediaas per drawing and technical specifications Clause 1302 |
| 31 | (Part C) Restoration offlood damaged road on Dingaon to Moinartol road under SDRF for the year 2021-22 (Providing Earth Work and GSB Works from Ch.0.00m to800.00mincluding construction of RCC Box Culvert) Clearing and grabbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic and not exceeding 150 mm in thickness.)as per technical specification clause no. 201 By Manual Means. A)In area of non thorny jungle |
| 32 | Construction of embankment with Material Obtained from Borrow Pits(Construction of Embankment with approved materials obtained from borrow pits with all lifts and leads upto 1.5m,transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto1000m. as per technical specification Clause 301.5 (i) Private land |
| 33 | Construction of Sub grade and Earthen Shoulders (Construction of Sub grade and Earthen Shoulders with approved materials obtained from borrow pits, with all lifts and leads, transporting to site, spreading, gradingto required slope and compacted to meet requirement of table 300.2 with lead upto 1000m as per technical specification Clause 303.1 (i) Private land |
| 34 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2):( Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, completeas per technical specification 401(A) By Mix in placeMethod (I) for grading- II Material |
| 35 | Providing and fixing of retro-reflectorised cautionary, mandatary and informatory sign as per IRC 67 made of encapsulated lens type reflective sheeting vide clause 1701.1.3 fixed over aluminium sheeting , 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreate 450mmx450mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 801 (iv) 80cmx60cm rectangular |
| 36 | Excavation for Structures: Earth work in excavation for structures as per drawing and technical specification,including setting out,construction of shoring and bracing,removal of stumps and other deleterious materials and disposal upto a lead of 50m,dressing of sides and bottom and backfilling in trenches with excavated suitable material. V. Marshy soil |
| 37 | Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 , I. Sand filling |
| 38 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803.1202 & 1203. B) With natural gravelII.PCC Grade M10 (i) Nomical Mix1:3:6 |
| 39 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803.1202 & 1203. B) With natural gravelII.PCC Grade M20 (i) Nomical Mix1:3:7 |
| 40 | Plain/reinforced concrete in substructure complete as per drawing and technical specification clause 802,804,805,806,807.1202 & 1204 .B. With natural gravel IV. RCC Grade M25(i) For height upto 5m |
| 41 | Providing and laying reinforced cement concrete in superstructureas per drawing and technical specification clause 800,1205.4 & 1205.5.B. With natural gravel IV. RCC Grade M25 (i) For height upto 5m |
| 42 | Supplying,fitting and placinguncoated TMT(Fe-500D) reinforcement bar (other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent) in substructure complete as per drawing and technical specification clause 1002,1005,1010 & 1202 |
| 43 | Supplying,fitting and placinguncoated TMT(Fe-500D) reinforcement bar (other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent) in superstructure complete as per drawing and technical specification clause 1002,1005,1010 & 1203 |
| 44 | Providing weepholes in brick masonary/stone masonary ,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 Specifications Clause 614,709,1204.3.8. |
| 45 | Backfilling behind abutment, wing wall and return wall complete as per drawing & technical specification clause 1204.3.8.A) Granular material |
| 46 | Providing and laying Cement concrete wearing course M-30 grade including reinforcement complete as per drawing and Technical Specifications Clause 800 and 1206. A) With crushed stone |
| 47 | Construction of RCC railing of M25 Grade in cast in situ with 20mm nominal size aggregate, true to line and grade,tolurence of vertical RCC post not to exceed 1 in 500,centre to centre spacing between vertical post not to exceed 2000 mm,leaving adequate space between vertical post for expansion,complete as per approved drawings and technical specifications clause 800,900 and |
| 48 | PCC M15 Ordinary grade (1:2.5:5)levelling course below approach slab asper drawing and technical specification Clause 800 and 1211 With natural Gravel |
| 49 | Reinforcement Cement Concrete M25 grade approach slab including complete as per drawing and technical specification clause 800 and 1211 & 1203. B) With natural gravel |
| 50 | Drainage spouts complete as per drawing and technical specification clause 1304(iii)Cement concrete grade M10 |
| 51 | Providing and laying Curtain walls complete as per drawing and Technical Specifications Clause1304III) Cement concrete grade M10 |
| 52 | Construction of flexible apron 1m thick comprising of loose stone boulders weighing not less than 25 kg beyand curtain wall. |
| 53 | (Part D) Restoration offlood damaged road on Hatachara to Palouguri village road under SDRF for the year 2021-22 (Providing Earth Work and GSB Works from Ch.0.00m to550.00mincluding construction of RCC Box Cell Bridges)Clearing and grabbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic and not exceeding 150 mm in thickness.)as per technical specification clause no. 201 By Manual Means. A)In area of non thorny jungle |
| 54 | Construction of embankment with Material Obtained from Borrow Pits(Construction of Embankment with approved materials obtained from borrow pits with all lifts and leads upto 1.5m,transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto1000m. as per technical specification Clause 301.5 (i) Private land |
| 55 | Construction of Sub grade and Earthen Shoulders (Construction of Sub grade and Earthen Shoulders with approved materials obtained from borrow pits, with all lifts and leads, transporting to site, spreading, gradingto required slope and compacted to meet requirement of table 300.2 with lead upto 1000m as per technical specification Clause 303.1 (i) Private land |
| 56 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2):( Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, completeas per technical specification 401(A) By Mix in placeMethod (I) for grading- II Material |
| 57 | Providing and fixing of retro-reflectorised cautionary, mandatary and informatory sign as per IRC 67 made of encapsulated lens type reflective sheeting vide clause 1701.1.3 fixed over aluminium sheeting , 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreate 450mmx450mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 801 (iv) 80cmx60cm rectangular |
| 58 | Reinforced cement concrete M15 Grade Kilo Metre 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. ii) Ordinary Kilometer stone (Precast) |
| 59 | Excavation for Structures: Earth work in excavation for structures as per drawing and technical specification,including setting out,construction of shoring and bracing,removal of stumps and other deleterious materials and disposal upto a lead of 50m,dressing of sides and bottom and backfilling in trenches with excavated suitable material. V. Marshy soil |
| 60 | Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 , I. Sand filling |
| 61 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803.1202 & 1203. B) With natural gravelII.PCC Grade M10 (i) Nomical Mix1:3:6 |
| 62 | Plain/reinforced concrete in substructure complete as per drawing and technical specification clause 802,804,805,806,807.1202 & 1204 .B. With natural gravel IV. RCC Grade M25 (i) For height upto 5m |
| 63 | Providing and laying reinforced cement concrete in superstructureas per drawing and technical specification clause 800,1205.4 & 1205.5.B. With natural gravel IV. RCC Grade M25 (i) For height upto 5m |
| 64 | Supplying,fitting and placinguncoated TMT(Fe-500D) reinforcement bar (other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent) in substructure complete as per drawing and technical specification clause 1002,1005,1010 & 1202 |
| 65 | Supplying,fitting and placinguncoated TMT(Fe-500D) reinforcement bar (other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent) in superstructure complete as per drawing and technical specification clause 1002,1005,1010 & 1203 |
| 66 | Providing weepholes in brick masonary/stone masonary ,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 Specifications Clause 614,709,1204.3.8. |
| 67 | Backfilling behind abutment, wing wall and return wall complete as per drawing & technical specification clause 1204.3.8.A) Granular material |
| 68 | Providing and laying Cement concrete wearing course M-30 grade including reinforcement complete as per drawing and Technical Specifications Clause 800 and 1206. A) With crushed stone |
| 69 | Construction of RCC railing of M25 Grade in cast in situ with 20mm nominal size aggregate, true to line and grade,tolurence of vertical RCC post not to exceed 1 in 500,centre to centre spacing between vertical post not to exceed 2000 mm,leaving adequate space between vertical post for expansion,complete as per approved drawings and technical specifications clause 800,900 and |
| 70 | Drainage spouts complete as per drawing and technical specification clause 1304(iii)Cement concrete grade M10 |
| 71 | Providing and laying Curtain walls complete as per drawing and Technical Specifications Clause1304III) Cement concrete grade M10 |
| 72 | Construction of flexible apron 1m thick comprising of loose stone boulders weighing not less than 25 kg beyand curtain wall. |
| 73 | Providing pressure relief pipes 100mm dia in bottom slab of Box cell on a filter media base of 500mmx500mm as per drawing and Technical Specifications Clause1205.5.7 III) Cement concrete grade M10 |
| 74 | (Part E) Immediate restoration offlood damaged road on Bhuban Nagar to Palouguri village road under SDRF for the year 2021-22 (Providing Earth Work and GSB Works from Ch.0.00m to 700.00m including construction of RCC Cell Bridges) Clearing and grabbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic and not exceeding 150 mm in thickness.)as per technical specification clause no. 201 By Manual Means. A)In area of non thorny jungle |
| 75 | Construction of embankment with Material Obtained from Borrow Pits(Construction of Embankment with approved materials obtained from borrow pits with all lifts and leads upto 1.5m,transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto1000m. as per technical specification Clause 301.5 (i) Private land |
| 76 | Construction of Sub grade and Earthen Shoulders (Construction of Sub grade and Earthen Shoulders with approved materials obtained from borrow pits, with all lifts and leads, transporting to site, spreading, gradingto required slope and compacted to meet requirement of table 300.2 with lead upto 1000m as per technical specification Clause 303.1 (i) Private land |
| 77 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2):( Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, completeas per technical specification 401(A) By Mix in placeMethod (I) for grading- II Material |
| 78 | Providing and fixing of retro-reflectorised cautionary, mandatary and informatory sign as per IRC 67 made of encapsulated lens type reflective sheeting vide clause 1701.1.3 fixed over aluminium sheeting , 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreate 450mmx450mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 801 (iv) 80cmx60cm rectangular |
| 79 | Excavation for Structures: Earth work in excavation for structures as per drawing and technical specification,including setting out,construction of shoring and bracing,removal of stumps and other deleterious materials and disposal upto a lead of 50m,dressing of sides and bottom and backfilling in trenches with excavated suitable material. V. Marshy soil |
| 80 | Excavation for Structures: Earth work in excavation for structures as per drawing and technical specification,including setting out,construction of shoring and bracing,removal of stumps and other deleterious materials and disposal upto a lead of 50m,dressing of sides and bottom and backfilling in trenches with excavated suitable material. V. Marshy soil |
| 81 | Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 , I. Sand filling |
| 82 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803.1202 & 1203. B) With natural gravelII.PCC Grade M15 (i) Nomical Mix1:2.5:5 |
| 83 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803.1202 & 1203.B. With natural gravelIV.P CC Grade M20 (i) Nomical Mix1:2:4 |
| 84 | Plain/reinforced concrete in substructure complete as per drawing and technical specification clause 802,804,805,806,807.1202 & 1204 .B. With natural gravel IV. RCC Grade M25 (i) For height upto 5m |
| 85 | Plain/reinforced concrete in substructure complete as per drawing and technical specification clause 802,804,805,806,807.1202 & 1204 .B. With natural gravel IV. RCC Grade M25 (i) For height upto 5m |
| 86 | Supplying,fitting and placinguncoated TMT(Fe-500D) reinforcement bar (other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent) in foundation complete as per drawing and technical specification clause 1000 and 1202. |
| 87 | Supplying,fitting and placinguncoated TMT(Fe-500D) reinforcement bar (other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent) in foundation complete as per drawing and technical specification clause 1002, 1010 and 1202. |
| 88 | Providing and laying Cement concrete wearing course M-30 grade including reinforcement complete as per drawing and Technical Specifications Clause 800 and 1206. A) With crushed stone |
| 89 | Providing and laying Cement concrete wearing course M-30 grade including reinforcement complete as per drawing and Technical Specifications Clause 800 and 1206. A) With natural gravel |
| 90 | Providing weepholes in brick masonary/stone masonary ,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 Specifications Clause 614,709,1204.3.8. |
| 91 | Backfilling behind abutment, wing wall and return wall complete as per drawing & technical specification clause 1204.3.8.A) Granular material |
| 92 | Providing and laying Curtain walls complete as per drawing and Technical Specifications Clause1304III) Cement concrete grade M10 |
| 93 | Drainage spouts complete as per drawing and technical specification clauses 1209 |
| 94 | Construction of flexible apron 1m thick comprising of loose stone boulders weighing not less than 25 kg beyand curtain wall. |
| 95 | providing presssure relief pipes 100mm dia in bottom slab of box cell on a filter media of 500mm x 500mm as per drawing and technical specification Cl 1205.5.7 |
| 96 | (Part F) Restoration offlood damaged road on Mohish Batan to Polash Kandi village road under SDRF for the year 2021-22 (Providing Earth Work and GSB Works from Ch.0.00m to600.00mincluding construction of RCC Box Cell Bridges of both side bridge approaches at 1st Km) Clearing and grabbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic and not exceeding 150 mm in thickness.)as per technical specification clause no. 201 By Manual Means. A)In area of non thorny jungle |
| 97 | Construction of embankment with Material Obtained from Borrow Pits(Construction of Embankment with approved materials obtained from borrow pits with all lifts and leads upto 1.5m,transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto1000m. as per technical specification Clause 301.5 (i) Private land |
| 98 | Construction of Sub grade and Earthen Shoulders (Construction of Sub grade and Earthen Shoulders with approved materials obtained from borrow pits, with all lifts and leads, transporting to site, spreading, gradingto required slope and compacted to meet requirement of table 300.2 with lead upto 1000m as per technical specification Clause 303.1 (i) Private land |
| 99 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2):( Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, completeas per technical specification 401(A) By Mix in placeMethod (I) for grading- II Material |
| 100 | Providing and fixing of retro-reflectorised cautionary, mandatary and informatory sign as per IRC 67 made of encapsulated lens type reflective sheeting vide clause 1701.1.3 fixed over aluminium sheeting , 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreate 450mmx450mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 801 (iv) 80cmx60cm rectangular |
| 101 | Reinforced cement concrete M15 Grade Kilo Metre 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. ii) Ordinary Kilometer stone (Precast) |
| 102 | Excavation for Structures: Earth work in excavation for structures as per drawing and technical specification,including setting out,construction of shoring and bracing,removal of stumps and other deleterious materials and disposal upto a lead of 50m,dressing of sides and bottom and backfilling in trenches with excavated suitable material. V. Marshy soil |
| 103 | Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 , I. Sand filling |
| 104 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803.1202 & 1203. B) With natural gravelII.PCC Grade M10 (i) Nomical Mix1:3:6 |
| 105 | Plain/reinforced concrete in substructure complete as per drawing and technical specification clause 802,804,805,806,807.1202 & 1204 .B. With natural gravel IV. RCC Grade M25 (i) For height upto 5m |
| 106 | Providing and laying reinforced cement concrete in superstructureas per drawing and technical specification clause 800,1205.4 & 1205.5.B. With natural gravel IV. RCC Grade M25 (i) For height upto 5m |
| 107 | Supplying,fitting and placinguncoated TMT(Fe-500D) reinforcement bar (other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent) in substructure complete as per drawing and technical specification clause 1002,1005,1010 & 1202 |
| 108 | Supplying,fitting and placinguncoated TMT(Fe-500D) reinforcement bar (other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent) in superstructure complete as per drawing and technical specification clause 1002,1005,1010 & 1203 |
| 109 | Providing weepholes in brick masonary/stone masonary ,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 Specifications Clause 614,709,1204.3.8. |
| 110 | Backfilling behind abutment, wing wall and return wall complete as per drawing & technical specification clause 1204.3.8.A) Granular material |
| 111 | Providing and laying Cement concrete wearing course M-30 grade including reinforcement complete as per drawing and Technical Specifications Clause 800 and 1206. A) With crushed stone |
| 112 | Construction of RCC railing of M25 Grade in cast in situ with 20mm nominal size aggregate, true to line and grade,tolurence of vertical RCC post not to exceed 1 in 500,centre to centre spacing between vertical post not to exceed 2000 mm,leaving adequate space between vertical post for expansion,complete as per approved drawings and technical specifications clause 800,900 and |
| 113 | Drainage spouts complete as per drawing and technical specification clause 1304(iii)Cement concrete grade M10 |
| 114 | Providing and laying Curtain walls complete as per drawing and Technical Specifications Clause1304III) Cement concrete grade M10 |
| 115 | Construction of flexible apron 1m thick comprising of loose stone boulders weighing not less than 25 kg beyand curtain wall. |
| 116 | Providing pressure relief pipes 100mm dia in bottom slab of Box cell on a filter media base of 500mmx500mm as per drawing and Technical Specifications Clause1205.5.7 III) Cement concrete grade M10 |
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