Public Works Department-PWD has published Construction Of Road From Bui Pwd Road To Boggi Rijo Via Leya Rijo And Takte Village ( 8 Km ) Under Crf Scheme In The State Of Arunachal Pradesh .. Submission Date for this Tender is 26-09-2019. Road Work Tenders in Dumporijo Arunachal Pradesh. Bidders can get complete Tender details and download the document.
| Name of Work: C/o Road from Bui PWD Road to Boggi Rijo via Leya Rijo & Takte Village (8 Km) under CRF Scheme in the State of Arunachal Pradesh. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | SITE CLEARANCE | |||
| 2 | 1.01 | 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 stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) By Manual Means:- In Area of thorny jungle | 23.76 | Hectare | |
| 3 | 1.02 | 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.) i) Girth from 300 mm to 600 mm | 385 | Each | |
| 4 | 1.03 | ii) Girth from 600 mm to 900 mm | 227 | Each | |
| 5 | 1.04 | iii) Girth from 900 mm to 1800 mm | 151 | Each | |
| 6 | 2 | FORMATION CUTTING | |||
| 7 | 2.01 | (Excavation in Hilly Areas in Soil by Manual Means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m per drawing and Technical Specification Clause 1603.1) | 118053 | Cum | |
| 8 | 2.02 | Excavation in Hilly Area in Ordinary Rock by Manual Means (Excavation in Ordinary Rock using Manual Means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.) | 118053 | Cum | |
| 9 | 3 | PAVEMENT | |||
| 10 | 3.01 | 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.) | 39336 | Sqm | |
| 11 | 4 | (SH: EARTHEN SHOULDER) | |||
| 12 | 4.01 | Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) | 1180.08 | Cum | |
| 13 | 5 | (SH: SUB- BASE COURSE (W.B.M-I) | |||
| 14 | 5.01 | 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 Crushable type such as Moorum or Gravel) Using Screening Type-A (13.2mm Agg.) | 4759.66 | Cum | |
| 15 | 6 | (SH: BASE COURSE (W.B.M-II) | |||
| 16 | 6.01 | 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 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-A 13.2mm aggregate) | 3146.88 | Cum | |
| 17 | 7 | (SH: BASE COURSE (W.B.M-III) | |||
| 18 | 7.01 | 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 Using Screening Type-A (13.2mm Agg.) Grading- III (Using Screening Crushable type such as Moorum or Gravel) Using Screening Type-B (11.2mm Agg.) | 2884.64 | Cum | |
| 19 | 8 | (SH: SURFACE COURSE) | |||
| 20 | 8.01 | 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.) | 36058 | Sqm | |
| 21 | 8.02 | 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. | 36058 | Sqm | |
| 22 | 8.03 | Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness 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.) Case-I: Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour . | 36058 | Sqm | |
| 23 | 8.04 | 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) Case - II : Type B (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade.) | 36058 | Sqm | |
| 24 | 9 | CROSS-DRAINAGE WORKS (SH: RCC Slab Culvert 1 m Span-22 Nos.) | |||
| 25 | 9.01 | 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.) Ordinary soil Manual Means upto 3 m depth | 2604.8 | Cum | |
| 26 | 9.02 | 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.) | 527.34 | Cum | |
| 27 | 9.03 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications (Coursed rubble masonry (first sort ) | 1534.28 | Cum | |
| 28 | 9.04 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M20 Height upto 5m | 52.8 | Cum | |
| 29 | 9.05 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Granular material | 396 | Cum | |
| 30 | 9.06 | 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 | 440 | Each | |
| 31 | 9.07 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M20 Using Concrete Mixer For solid slab super-structure, 20-30% of (a+b+c) Height upto 5m | 77.44 | Cum | |
| 32 | 9.08 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications | 12.64 | MT | |
| 33 | 10 | (SH: RCC Slab Culvert 2 m Span-8 Nos.) | |||
| 34 | 10.01 | 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.) Ordinary soil Manual Means upto 3 m depth | 1368 | Cum | |
| 35 | 10.02 | 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.) | 253.76 | Cum | |
| 36 | 10.03 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications (Coursed rubble masonry (first sort ) | 682.08 | Cum | |
| 37 | 10.04 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M20 Height upto 5m | 20.736 | Cum | |
| 38 | 10.05 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Granular material | 448 | Cum | |
| 39 | 10.06 | 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 | 176 | Each | |
| 40 | 10.07 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M20 Using Concrete Mixer For solid slab super-structure, 20-30% of (a+b+c) Height upto 5m | 52.416 | Cum | |
| 41 | 10.08 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications | 10.02 | MT | |
| 42 | 11 | (SH: RCC Slab Culvert 3 m Span-1 No.) | |||
| 43 | 11.01 | 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.) Ordinary soil Manual Means upto 3 m depth | 226 | Cum | |
| 44 | 11.02 | 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.) | 32.8 | Cum | |
| 45 | 11.03 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications (Coursed rubble masonry (first sort ) | 143.72 | Cum | |
| 46 | 11.04 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M20 Height upto 5m | 3.36 | Cum | |
| 47 | 11.05 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M20 Using Concrete Mixer For solid slab super-structure, 20-30% of (a+b+c) Height upto 5m | 10.08 | Cum | |
| 48 | 11.06 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications | 1.73 | MT | |
| 49 | 11.07 | 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 | 24 | Each | |
| 50 | 11.08 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Granular material | 40 | Cum | |
| 51 | 12 | PROTECTION WORKS (SH: Retaining Wall 3.5m Ht- 415 Mtr.) | |||
| 52 | 12.01 | 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 (I)Ordinary soil (A)Manual Means(ii)3 m to 6 m depth | 1525.13 | Cum | |
| 53 | 12.02 | 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.) | 87.15 | Cum | |
| 54 | 12.03 | Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification Random Rubble Masonry | 1471.18 | Cum | |
| 55 | 12.04 | Dry rubble Flooring | 562.33 | Cum | |
| 56 | 12.05 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Granular material | 415 | Cum | |
| 57 | 13 | (SH: Breast Wall 3.5m Ht - 300 Mtr.) | |||
| 58 | 13.01 | 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 (I)Ordinary soil (A)Manual Means(ii)3 m to 6 m depth | 1134 | Cum | |
| 59 | 13.02 | 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.) | 126 | Cum | |
| 60 | 13.03 | Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification Random Rubble Masonry | 748.68 | Cum | |
| 61 | 13.04 | Dry rubble Flooring | 709.32 | Cum | |
| 62 | 13.05 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Granular material | 330 | Cum | |
| 63 | 14 | DRAINAGES - 8.00 Km (SH: Kutcha Drain) | |||
| 64 | 14.01 | Excavation in Hilly Areas in Soil by Manual Means (Excavation in soil in Hilly Area by Manual Means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specifications | 9280 | Cum | |
| 65 | 15 | MISCELLANEOUS (SH: Road Sign Boards, etc.) | |||
| 66 | 15.01 | Direction and Place Identification signs with size more than 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 exceeding 0.9 sqm supported on a mild steel angle iron post 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 concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) | 4.5 | Sqm | |
| 67 | 15.02 | Tubular Steel Railing on Medium Weight steel channel (ISMC series) 100 mm x 50 mm (Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings) | 32 | Sqm | |
| 68 | 15.03 | 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) i) 5th kilometre stone (precast) | 2 | Each | |
| 69 | 15.04 | ii) Ordinary Kilometer stone (Precast) | 8 | Each | |
| 70 | 16 | RCC BRIDGE 20 Mtr. Span - 1 No. (SH: Sub-Structure) | |||
| 71 | 16.01 | 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.) I. Ordinary soil A. Manual Means i) above 6m depth | 1085.76 | Cum | |
| 72 | 16.02 | III. Hard Rock ( requiring blasting) A. Manual Means | 584.64 | Cum | |
| 73 | 16.03 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications E. RCC Grade M25 I. Using concrete Mixer | 208.4 | Cum | |
| 74 | 16.04 | Plain/Reinforced cement concrete in substructures complete as per drawing and technical specifications C.)PCC Grade-M25 upto Height from 5-10 mtr using Concrete Mixer | 882.97 | Cum | |
| 75 | 16.05 | Plain/Reinforced cement concrete in substructures complete as per drawing and technical specifications. (D) PCC Grade M30 upto 5mtr -10mtr using concrete Mixer | 53.72 | Cum | |
| 76 | 16.06 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications Centring and shuttering including strutting, propping etc. and removal of form work | 56.35 | MT | |
| 77 | 16.07 | d) Lintels, beams, girders, bresummers and cantilevers, etc. | 798.13 | Sqm | |
| 78 | 16.08 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications A. Stone/Boulder | 661.38 | Cum | |
| 79 | 16.09 | 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 | 216 | Nos | |
| 80 | 16.1 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification A) Granular marerials | 1497 | Cum | |
| 81 | 17 | (SH: Super Structure) | |||
| 82 | 17.01 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M30, For Solid Slab Super-structure Height 5-10 m | 98.6 | Cum | |
| 83 | 17.02 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications | 29.5 | Tonne | |
| 84 | 17.03 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications | 12.6 | Cum | |
| 85 | 17.04 | Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, 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. | 40 | Mtr |
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