Rural Works Department has published Tender For Construction Of Road And Bridge Work - Kahre To Tillai. Submission Date for this Tender is 25-10-2023. Road Work Tenders in wakro Arunachal Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Setting out |
| 2 | Setting out the alignment |
| 3 | a) Construction of Bench Mark, Reference Piller, Job Pillar as per drawing and specification. |
| 4 | b) 1.00 KM reference bench mark and working bench mark. |
| 5 | Providing and fitting fixing of bamboo (1st class) 85mm to 100 mm dia 2.00 m long including driving the pegs up to 60 cm depth and marking with paint, sharpening the bottom maintaining the lines etc complet. |
| 6 | Clearing and Grubbing Road Land |
| 7 | 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 |
| 8 | By Manual Means |
| 9 | In area of non-thorny jungle |
| 10 | Earthwork |
| 11 | Construction of Embankment with Material Obtained from Borrow Pits |
| 12 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 |
| 13 | Excavation in Cutting in Soil by manual means with lead upto 50 m |
| 14 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 |
| 15 | Construction of Subgrade and Earthen Shoulders |
| 16 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. |
| 17 | Granular Sub-base with Well Graded Material (Table 400.1) |
| 18 | By Mix in Place Method |
| 19 | 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 Technical Specification Clause 401. |
| 20 | Grading I |
| 21 | Cement Treated Base |
| 22 | Providing, laying and spreading soil on a prepared sub-grade, pulverising, adding the designed quantity of cement to the spread soil, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base as per Technical Specification Clause 404. |
| 23 | Mix Seal Surfacing ( MSS ) |
| 24 | Prime Coat |
| 25 | ( i )Low porosity |
| 26 | 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 |
| 27 | Tack Coat |
| 28 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 29 | Mix Seal Surfacing with 5% waste plastic |
| 30 | Providing, laying and rolling of close-graded premix surfacing material of 20 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 |
| 31 | By Mechanical Means |
| 32 | Type B |
| 33 | (I) Bitumen (S-90) |
| 34 | Slab Culvert:- 1.50 m span, 3.13m height as per IRC SP 20-2004( 7 Nos. ) |
| 35 | Foundation |
| 36 | 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. |
| 37 | I. Ordinary Soil |
| 38 | (I) Upto 3 m depth. |
| 39 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 40 | I). P.C.C grade M 10 |
| 41 | (I) Nominal mix 1:3:6 |
| 42 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. |
| 43 | II) Coursed Rubble Masonry (2nd sort) |
| 44 | ii) In 1:4 Cement mortar. |
| 45 | Substructure |
| 46 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 |
| 47 | II) Coursed Rubble masonry (2nd Sort)(iii) In cement mortar (1:5) |
| 48 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 |
| 49 | I)Granular material |
| 50 | 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 |
| 51 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 |
| 52 | For height upto 5 m. |
| 53 | III) R.C.C. grade M 20 |
| 54 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710and 1204.3.11 |
| 55 | Superstructure |
| 56 | Providing & laying reinforced cement concrete in superstructure complete as per drawings and technical specification Clauses 800,1205.4 and 1205.5 |
| 57 | II) R.C.C. grade M 25 |
| 58 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 |
| 59 | I) R.C.C grade M 20 |
| 60 | (I) Nominal mix 1:2:4 |
| 61 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 62 | SH:-6.0 m span RCC Slab Culvert,6.01 m height as per IRC SP 20-2004 ( 1 No. ) |
| 63 | Foundation |
| 64 | 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. |
| 65 | I. Ordinary Soil |
| 66 | (I) Upto 3 m depth. |
| 67 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 68 | I). P.C.C grade M 10 |
| 69 | (I) Nominal mix 1:3:6 |
| 70 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. |
| 71 | II) Coursed Rubble Masonry (2nd sort) |
| 72 | ii) In 1:4 Cement mortar. |
| 73 | Substructure |
| 74 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 |
| 75 | II) Coursed Rubble masonry (2nd Sort) (iii) In cement mortar (1:5) |
| 76 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 |
| 77 | I)Granular material |
| 78 | 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 |
| 79 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 |
| 80 | For height upto 5 m. |
| 81 | III) R.C.C. grade M 20 |
| 82 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710and 1204.3.11 |
| 83 | Superstructure |
| 84 | Providing & laying reinforced cement concrete in superstructure complete as per drawings and technical specification Clauses 800,1205.4 and 1205.5 |
| 85 | II) R.C.C. grade M 25 |
| 86 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 |
| 87 | I) R.C.C grade M 20 |
| 88 | (I) Nominal mix 1:2:4 |
| 89 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 90 | Retaining/Breast wall ( 120.23 Rmtr ) |
| 91 | 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 side ..... |
| 92 | I. Ordinary Soil |
| 93 | (I) Upto 3 m depth. |
| 94 | Providing concrete for plain / reinfroce concrete in open foundation complete as per drawing and technical specification cluase 802,803 1202 and 1203. |
| 95 | PCC M10 |
| 96 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 |
| 97 | II) Random Rubble masonry(iii) In cement mortar (1:5) |
| 98 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 |
| 99 | I)Granular material |
| 100 | Pointing with cement mortor 1:3 on sub structure as per drawing and technical specification clause 613.3 and 1204 |
| 101 | Providing PCC M20 Architectural coppingon top of retaning wall and breast wall. |
| 102 | V - Shaped Side Drain |
| 103 | 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 side. a) Ordinary soil upto 3 m depth |
| 104 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 a) Nominal mix 1:3:6 |
| 105 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. (I) Random Rubble masonry(i) In 1:5 cement mortar |
| 106 | Cement Plaster 15 mm thick 1:4 on stone masonry |
| 107 | Maintenance of Existing Culverts ( 1.50 M Span )( 2 Nos. ) |
| 108 | Maintenance of Slab type Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 1908. |
| 109 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. ( Desilting ) |
| 110 | Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification |
| 111 | White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915 |
| 112 | Maintenance of Existing Culvert (4.00m Span ) ( 1 No. ) |
| 113 | Maintenance of Slab type Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 1908. |
| 114 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. ( Desilting ) |
| 115 | Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification |
| 116 | White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915 |
| 117 | Maintenance of Existing Culverts ( 6.00m Span ) ( 2 Nos. ) |
| 118 | Maintenance of Slab type Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 1908. |
| 119 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. ( Desilting ) |
| 120 | Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification |
| 121 | White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915 |
| 122 | Traffic signs and logos etc |
| 123 | Retro-reflectorised Traffic Signs |
| 124 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801 |
| 125 | Retro-reflectorised Traffic Signs |
| 126 | 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 areanot exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 |
| 127 | KilometreStone |
| 128 | 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 |
| 129 | 5th Kilometer stone |
| 130 | Ordinary Kilometer stone |
| 131 | 200 m stone |
| 132 | Providing and Fixing "Logo" of PMGSY Project |
| 133 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges.The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube.All M.S. will be stove enameled on both sides.Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 |
| 134 | Providing and Fixing of Citizen Information Board (For Section-1) |
| 135 | Providing and fixing of typical PMGSY Citizen information sign board with logo as per MORD Specifications and attached drawing. Two MS plates/Boards of 1.6mm thick duly welded with MS flat iron cleat 50x50mm size on back on edges. Top and bottom plate will welded to 2 nos 75mm tubes posts duly embeded in cement concrect M-15 grade block of 600 x 600 x 750 cm below ground level. as per clause 1701 and annexure 1700.1. |
| 136 | Safety Devices and Signs in Construction Zones |
| 137 | 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. |
| 138 | Men at work |
| 139 | Diversion |
| 140 | Road closed |
| 141 | Routine Maintenance |
| 142 | First Year |
| 143 | Second Year |
| 144 | Third Year |
| 145 | Fourth Year |
| 146 | Fifth Year |
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