Public Works Department-PWD has published Construction Of Road From New Yazali Panyor Bridge Point To Taib Village (12.00 Km) Under Lower Subansiri District, Arunachal Pradesh. Submission Date for this Tender is 16-11-2023. Road Work Tenders in Lower Subansiri Arunachal Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | SH:-Site Clearence and Survey & Investigation |
| 2 | Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.) |
| 3 | (i) Girth from 300 mm to 600 mm |
| 4 | (ii) Girth from 600 mm to 900 mm |
| 5 | (iii) Girth from 900 mm to 1800 mm |
| 6 | Clearing and Grubbing Road Land . (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stackin of serviceable material to be used orauctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) |
| 7 | By Manual Means:- |
| 8 | A)In area of light jungle |
| 9 | SH:-(Formation Cutting/Widening) |
| 10 | Excavation in Hill Area in Soil by Mechanical Means (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) |
| 11 | Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres ) |
| 12 | Excavation in Hilly Areas in Hard Rock Requiring Blasting (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.) |
| 13 | Deduct for quantum of earthwork of all types disposal directly by throwing into the valley without involving any lead and lift (Ordinary and Hard Soil/Hard Shale, Soil containing shingle or small size boulders. |
| 14 | (SH:- Embankment/filling) |
| 15 | Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) |
| 16 | (SH:- RCC Box Culvert 2.00m Span - 2.00m height with Wing walls) |
| 17 | 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 |
| 18 | Manual Means |
| 19 | Depth upto 3 m |
| 20 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 21 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. |
| 22 | RCC Grade M20 |
| 23 | Case I Using concrete mixer |
| 24 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification |
| 25 | RCC Grade M20 , Using Concrete Mixer, Height upto 5m |
| 26 | Construction of precast RCC railing of M25 Grade,aggregate size not exceeding 12 mm,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. |
| 27 | Providing and laying filter media behind abutment and return wall,complete as per drawings and Technical Specifications Section 1200. |
| 28 | Providing and laying of boulder apron for bed protection in U/S and D/S protection work complete as per drawing and Technical specifications clause 1300. |
| 29 | Boulder laid dry without wire crates. |
| 30 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications |
| 31 | Supplying, fitting and placing HYSD bar reinforcement in super structure complete as per drawing and technical specifications |
| 32 | 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 |
| 33 | (SH:- RCC Box Culvert 4.00m Span - 4.00m height with Wing walls |
| 34 | 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 |
| 35 | Manual Means |
| 36 | Depth upto 3 m |
| 37 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 38 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. |
| 39 | RCC Grade M20 |
| 40 | Case I Using concrete mixer |
| 41 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification |
| 42 | RCC Grade M20 , Using Concrete Mixer, Height upto 5m |
| 43 | Construction of precast RCC railing of M25 Grade,aggregate size not exceeding 12 mm,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. |
| 44 | Providing and laying filter media behind abutment and return wall,complete as per drawings and Technical Specifications Section 1200. |
| 45 | Providing and laying of boulder apron for bed protection in U/S and D/S protection work complete as per drawing and Technical specifications clause 1300. |
| 46 | Boulder laid dry without wire crates. |
| 47 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications |
| 48 | Supplying, fitting and placing HYSD bar reinforcement in super structure complete as per drawing and technical specifications |
| 49 | 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 |
| 50 | (SH:- R/Wall 1.00m length & 4.00m height) |
| 51 | Excavation for Structures (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.) |
| 52 | Ordinary soil |
| 53 | Manual Means |
| 54 | upto 3 m depth |
| 55 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14 days.) |
| 56 | Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification |
| 57 | Random Rubble Masonry |
| 58 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification |
| 59 | Granular material |
| 60 | 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 |
| 61 | (SH:- B/Wall 3.00m height) (Cost for 1m) |
| 62 | Excavation for Structures (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.) |
| 63 | Ordinary soil |
| 64 | Manual Means |
| 65 | upto 3 m depth |
| 66 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14 days.) |
| 67 | Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification |
| 68 | Random Rubble Masonry |
| 69 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification |
| 70 | Granular material |
| 71 | 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 |
| 72 | SH:- PAVEMENTS |
| 73 | Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.) |
| 74 | Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade. |
| 75 | (SH:- WBM-I, II & III) |
| 76 | Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) By Manual Means Grading- I( Using Screening Type-B (13.2mm Agg.) |
| 77 | Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.)By Manual Means Grading- II( Using Screening Type-B (13.2mm Agg.) |
| 78 | Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) By Manual Means Grading- III( Using Screening Type-B (11.2mm Agg.) |
| 79 | (SH:- Black Toping) |
| 80 | Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.) |
| 81 | Tack coat - Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 Kg per Sqm on the prepared bituminous/ granular surface cleaned with mechanical broom. |
| 82 | Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mmthickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.) |
| 83 | Case - I: Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour . |
| 84 | Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats) |
| 85 | Case - I : Type A |
| 86 | ( SH:- CC Drain ) |
| 87 | Excavation for Structures (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 a |
| 88 | Ordinary soil |
| 89 | Manual Means |
| 90 | upto 3 m depth |
| 91 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 92 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. |
| 93 | PCC Grade M15 |
| 94 | (S.H:- RCC Bridge 12 M Span |
| 95 | Sub Head- I -Sub Structure (Abutment & Wing Wall) |
| 96 | Excavation for Structures (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.) |
| 97 | Ordinary soil |
| 98 | Manual Means (Depth upto 3 m) |
| 99 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14 days.) |
| 100 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications |
| 101 | RCC Grade M25 |
| 102 | Height 5m to 10 M |
| 103 | Case I Using concrete mixer |
| 104 | Supplying,fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications |
| 105 | Provididng weep holes in brick masonry/plain/ reinforcement 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 drwaing face, complete as per drawing and technical specifications. |
| 106 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification |
| 107 | Granular material |
| 108 | Sub Head- II - Superstructure |
| 109 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification |
| 110 | E PSC Grade M-40 |
| 111 | Case-I Using concrete mixer.(ii) for T-beam & Slab |
| 112 | ( q) Height 5m to 10m |
| 113 | Supplying ,fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 114 | Drainage Spouts complete as per drawing and Technical specification |
| 115 | Elastomeric Slab Steel Expansion Joint (Providing and laying of an elastomeric slab steel expansion joint,catering to right or skew (less than 20 deg.,moderately curved with maximum horizontal movement upto 50 mm,complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer"s instructions for installation and clause 2606 of MoRTH specifications for road & bridge works.) |
| 116 | Supplying fitting Fixing in position true to line and level cast steel rocker bearing confirming to IRC 83(Pt.I)Section IX and Clause 2003 of MoRTH specification comlete including all acessories as per drawing and Technical Specifcation. |
| 117 | Supplying, fitting and fixing in position true to line and level forged steel roller bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. |
| 118 | Construction of RCC railing of M30 in situ with 20mm nominal size aggregate, true to line and grade, tolerence of vertical RCC post not to exceed 2000mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. |
| 119 | APPROACH SLAB |
| 120 | PCC M-15 Grade leveling course below approach slab complete as per drawing and technical specification. |
| 121 | Reinforced cement concrete approach slab i/c reinforcement and form work complete as per drawing and technical specification. |
| 122 | SH:-River Training and Protection work |
| 123 | Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighing not less than 40 kg each.) |
| 124 | SH:-Traffic Signs,Markings& other Road appurtenences |
| 125 | Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area notexceeding 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 M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing) |
| 126 | Painting Lines, Dashes, Arrows 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 to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and otherforeign matter, demarcation at site and traffic control ) |
| 127 | Over 10 cm in width |
| 128 | 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) |
| 129 | 5th kilometre stone (precast) |
| 130 | Ordinary Kilometer stone (Precast) |
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