Public Works Department-PWD has published Construction Of Road From Rumgong Adc Hq To Connect Kaying Eac Hq 64 Km. (Ph-I) ( Molom To Bogne Village 23.00Km In Siang District, Arunachal Pradesh Formation Cutting , Earthen Drain , Cross Drainage Work , Rcc Bridge , Pavement. Submission Date for this Tender is 08-08-2019. Road Work Tenders in Molom to Bogne Arunachal Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
|---|---|---|---|---|---|
| 1 | 1 | Formation Cutting | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead5 0 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) | BI01010001010000000000000515BI0100001113 | 266576 | Cum |
| 3 | 1.02 | Excavation in Ordinary Rock with Dozer with lead upto 100 metres (Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.) | BI01010001010000000000000515BI0100001114 | 86021.5 | Cum |
| 4 | 1.03 | Excavation in Hard Rock (requiring blasting) with disposal upto 1000 metres (Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of cut road with in all lifts and leads upto 1000 metres ) | BI01010001010000000000000515BI0100001115 | 9448.31 | Cum |
| 5 | 2 | Earthen Drain\nExcavation 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 with de-Watering.)\nI) Ordinary soil\nA) Manual Means\ni) upto 3 m depth | BI01010001010000000000000515BI0100001116 | 12339 | Cum |
| 6 | 3 | RCC Slab Culvert | BI01010001010000000000000515BI0100001117 | ||
| 7 | 3.01 | 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.)\nI) Ordinary soil Manual Means, Depth upto 3m\n | BI01010001010000000000000515BI0100001118 | 1529.15 | Cum |
| 8 | 3.02 | 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.)\n\nII) Ordinary rock [not requiring blasting] Manual Means | BI01010001010000000000000515BI0100001119 | 2293.71 | Cum |
| 9 | 3.03 | 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.) | BI01010001010000000000000515BI0100001120 | 1169.13 | Cum |
| 10 | 3.04 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications\nPCC Grade M15, Height up to 5m. | BI01010001010000000000000515BI0100001121 | 93.24 | Cum |
| 11 | 3.05 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications\nCoursed rubble masonry (first sort ) | BI01010001010000000000000515BI0100001122 | 3928.68 | Cum |
| 12 | 3.06 | 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 | BI01010001010000000000000515BI0100001123 | 1952 | each |
| 13 | 3.07 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications | BI01010001010000000000000515BI0100001124 | 51.11 | MT |
| 14 | 3.08 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification\nRCC Grade M20, Using Concrete Mixer,Height 5 to 10m | BI01010001010000000000000515BI0100001125 | 363.84 | Cum |
| 15 | 3.09 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. | BI01010001010000000000000515BI0100001126 | 4604.46 | Cum |
| 16 | 3.1 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification\nA) Granular material | BI01010001010000000000000515BI0100001127 | 1760.02 | Cum |
| 17 | 3.11 | 12 mm cement plaster 1 : 6 (1 cement : 6 fine sand). | BI01010001010000000000000515BI0100001128 | 1278.23 | Sqm |
| 18 | 4 | RCC Bridge | BI01010001010000000000000515BI0100001129 | ||
| 19 | 4.01 | Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan or drains not exceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.\na) Ordinary Soil\n | BI01010001010000000000000515BI0100001130 | 292.13 | Cum |
| 20 | 4.02 | Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan or drains not exceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.\n\nb) Hard Shale and or Dhunda Soil | BI01010001010000000000000515BI0100001131 | 292.13 | Cum |
| 21 | 4.03 | Excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan or drains not exceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting out the excavated soil as directed, within a lead of 50 m.\na) Ordinary Rock | BI01010001010000000000000515BI0100001132 | 584.25 | Cum |
| 22 | 4.04 | Excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan or drains not exceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting out the excavated soil as directed, within a lead of 50 m.\nb) Hard Rock requiring chiselling (where blasting is probihited) | BI01010001010000000000000515BI0100001133 | 1752.75 | Cum |
| 23 | 4.05 | Excavation for Structures\nEarth 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 (without de-watering)\nI) Ordinary soil\nManual Means\nDepth above 6 m (without de-watering) | BI01010001010000000000000515BI0100001134 | 264.56 | Cum |
| 24 | 4.06 | Excavation for Structures\nEarth 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 (without de-watering)\nII) Ordinary Rock (not requiring blasting)\nManual Means\nDepth upto 3 m (without de-watering) | BI01010001010000000000000515BI0100001135 | 88.19 | Cum |
| 25 | 4.07 | Excavation for Structures\nEarth 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 (without de-watering)\nIII) Hard Rock ( blasting prohibited )\nMechanical Means (without de-watering) | BI01010001010000000000000515BI0100001136 | 352.75 | Cum |
| 26 | 4.08 | Excavation for Structures\nEarth 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 (without de-watering)\nIV) Marshy Soil\nManual means (without de-watering) | BI01010001010000000000000515BI0100001137 | 176.38 | Cum |
| 27 | 4.09 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.\nPCC Grade M15 | BI01010001010000000000000515BI0100001138 | 4.71 | Cum |
| 28 | 4.1 | Plain/Reinforced cement concrete in foundation complete as per drawing and technical specifications.\nRCC Grade M20 | BI01010001010000000000000515BI0100001139 | 34.44 | Cum |
| 29 | 4.11 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.\nRCC Grade M20 | BI01010001010000000000000515BI0100001140 | 136.1 | Cum |
| 30 | 4.12 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications\nA. Random Rubble Masonry | BI01010001010000000000000515BI0100001141 | 179.69 | Cum |
| 31 | 4.13 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. | BI01010001010000000000000515BI0100001142 | 1338.6 | Cum |
| 32 | 4.14 | 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. | BI01010001010000000000000515BI0100001143 | 196 | No |
| 33 | 4.15 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications. | BI01010001010000000000000515BI0100001144 | 9.28 | MT |
| 34 | 4.16 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing & Specification.\nRCC M20 | BI01010001010000000000000515BI0100001145 | 108.36 | Cum |
| 35 | 4.17 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing & specifications. | BI01010001010000000000000515BI0100001146 | 11.37 | MT |
| 36 | 4.18 | Centring and shuttering including strutting proping etc. and removal of form work for:\na) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height). | BI01010001010000000000000515BI0100001147 | 182.5 | Sqm |
| 37 | 4.19 | Centring and shuttering including strutting proping etc. and removal of form work for:\nb) Lintels, beams, girders, bressumers and cantilevers etc. | BI01010001010000000000000515BI0100001148 | 467.18 | Sqm |
| 38 | 4.2 | Drainage spouts complete as per drawing and technical specifications Clause 1209. | BI01010001010000000000000515BI0100001149 | 50 | No. |
| 39 | 4.21 | Burried Joint (Providing and laying a burried expansion joint, expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galvanised wieldable structural 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 8 mm dia. 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, all as specified in clause 2604.) | BI01010001010000000000000515BI0100001150 | 40.8 | Mtr |
| 40 | 4.22 | Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified. | BI01010001010000000000000515BI0100001151 | 50 | Mtr |
| 41 | 4.23 | Supplying, fitting and fixing in position true to line and level cast steel rocker 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. | BI01010001010000000000000515BI0100001152 | 0.12 | Cum |
| 42 | 4.24 | Excavation for Structures\nEarth 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 (without de-watering)\nOrdinary soil\nManual Means\nDepth above 6 m (without de-watering) | BI01010001010000000000000515BI0100001153 | 325.36 | Cum |
| 43 | 4.25 | Excavation for Structures\nEarth 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 (without de-watering)\nOrdinary Rock (not requiring blasting)\nManual Means\nDepth upto 3 m (without de-watering) | BI01010001010000000000000515BI0100001154 | 139.44 | Cum |
| 44 | 4.26 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.\nPCC Grade M15 | BI01010001010000000000000515BI0100001155 | 13.28 | Cum |
| 45 | 4.27 | Centering and shuttering including strutting proping etc. and removal of form work for:\na) Foundations and plinth. | BI01010001010000000000000515BI0100001156 | 10.8 | Sqm |
| 46 | 4.28 | Centering and shuttering including strutting proping etc. and removal of form work for:\n(b) Walls including attached buttresses, pilasters etc. | BI01010001010000000000000515BI0100001157 | 468 | Sqm |
| 47 | 4.29 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.\nRCC Grade M20 | BI01010001010000000000000515BI0100001158 | 6.24 | Cum |
| 48 | 4.3 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications\nRCC Grade M20 | BI01010001010000000000000515BI0100001159 | 160 | Cum |
| 49 | 4.31 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. | BI01010001010000000000000515BI0100001160 | 3.98 | MT |
| 50 | 4.32 | 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 | BI01010001010000000000000515BI0100001161 | 32 | No. |
| 51 | 4.33 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. | BI01010001010000000000000515BI0100001162 | 117.6 | Cum |
| 52 | 4.34 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification \nA Sandy material | BI01010001010000000000000515BI0100001163 | 374.4 | Cum |
| 53 | 4.35 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification | BI01010001010000000000000515BI0100001164 | 7.8 | Cum |
| 54 | 4.36 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification | BI01010001010000000000000515BI0100001165 | 7.8 | Cum |
| 55 | 4.37 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing & specifications. | BI01010001010000000000000515BI0100001166 | 0.43 | MT |
| 56 | 5 | Pavement | BI01010001010000000000000515BI0100001167 | ||
| 57 | 5.01 | 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.) | BI01010001010000000000000515BI0100001168 | 97178.1 | Sqm |
| 58 | 5.02 | 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 re-rolling the sub grade. | BI01010001010000000000000515BI0100001169 | 97178.1 | Sqm |
| 59 | 5.03 | 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 vibratory roller to achieve the desired density, complete as per clause 401)\nfor grading- I Material | BI01010001010000000000000515BI0100001170 | 14576.7 | Cum |
| 60 | 5.04 | 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.)\ni) Using Scrining Crushable type such as Moorum or Gravel | BI01010001010000000000000515BI0100001171 | 6427.13 | Cum |
| 61 | 5.05 | 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.)\nii) Grading- III Using Scrining Type-B (11.2mm agg.) | BI01010001010000000000000515BI0100001172 | 6427.13 | Cum |
| 62 | 5.06 | 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.) | BI01010001010000000000000515BI0100001173 | 89979.8 | Sqm |
| 63 | 5.07 | Dense Graded Bituminous Macadam (Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.)\ni) For Grading I ( 40 mm nominal size ) | BI01010001010000000000000515BI0100001174 | 4498.99 | Cum |
| 64 | 5.08 | Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects)\n i) for Grading-I ( 13 mm nominal size ) | BI01010001010000000000000515BI0100001175 | 2699.39 | Cum |
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