State Rural Roads Development -SRRD has published Construction I/C Mbt Of A Road From ( I ) Gabil Songitcham To Gra Songitcham ( 2 . 884 Km ) ( Ii ) T03 Rd To Jogogri ( 3 . 33 Km ) ( Iii ) T03 Rd To Rem Megapgre ( 2 . 326 Km ) Balance Work Construction I/C Mbt. Submission Date for this Tender is 02-11-2020. Road Work Tenders in Gabil Songgitcham to Megapgre Meghalaya. Bidders can get complete Tender details and download the document.
| Name of Work: Construction i/c MBT of a Road from (i) Gabil Songitcham road to Gra Songitcham (2.884Km) - Balance Work, (ii) T03 road to Jogogri (3.33Km) - Balance Work & (iii) T03 road to Rem Megapgre (2.326Km) - Balance Work | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | (i) Gabil Songitcham road to Gra Songitcham (2.884Km) | |||
| 2 | 2 | Clearing and Grubbing Road Land\nClearing 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 earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.\n(I) By Manual Means\n(B) In area of thorny jungle | 0.416 | hectare | |
| 3 | 3 | Construction of Embankment with Material Obtained from Roadway Cutting | |||
| 4 | 3.01 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 5.441 | cum | |
| 5 | 4 | Earthwork in Hill Road | |||
| 6 | 4.01 | Excavation in Hilly Areas in Soil by mechanical means\nExcavation in soil in Hilly Area by mechanical 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 Technical Specification Clause 1603.1 | 47.365 | cum | |
| 7 | 4.02 | Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiring blasting\nExcavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. | 3.809 | cum | |
| 8 | 5 | Disposal of Unsuitable Earth | |||
| 9 | 5.01 | Loading and Unloading Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by Mechanical Means \nLoading of Earth, Sand, Moorum, Manure, Flyash by mechanical means including a lead upto 30 m. | 952.907 | cum | |
| 10 | 5.02 | Haulage excluding Loading & Unloading\nHaulage of materials by tipper excluding cost of loading, unloading and stacking.\nKatcha Track and Track in River Bed/Nallah Bed and Choe Bed\nDebris disposal at Chainage 720.00 on LHS of the Road & 3960.00 m on the RHS of the road. | 2185.21 | t.km | |
| 11 | 5.03 | Loading and Unloading Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by Mechanical Means \nUnloading of Earth, Sand, Lime, Moorum, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Manure, Crushed Slag, Flyash, Stone for Masonry Work by mechanical means. | 952.907 | cum | |
| 12 | 6 | Construction of Earthen Shoulders\nConstruction of 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. | 1435.22 | cum | |
| 13 | 7 | Compacting Original Ground\nCompacting original ground supporting subgrade\nLoosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 4307.58 | cum | |
| 14 | 8 | Surface Drains in Soil | |||
| 15 | 8.01 | Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.\nManual Means | 2134.5 | meter | |
| 16 | 8.02 | Surface Drains in Ordinary Rock\nConstruction of unlined surface drain of average cross-sectional area 0.4 sqm in\nordinary rock to specified lines, grades, levels and dimensions as per approved design\nand Technical Specification Clause 307. Excavated material to be used in\nembankment at site. | 720 | meter | |
| 17 | 9 | Granular Sub-base with Well Graded Material (Table 400.1)\nBy Mix in Place Method\nConstruction 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 rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.\n(ii) For Grading II Material | 1261.47 | cum | |
| 18 | 10 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.\n(A) By Manual Means | |||
| 19 | 10.01 | WBM Grading 2 | 698.937 | cum | |
| 20 | 10.02 | WBM Grading 3 | 698.937 | cum | |
| 21 | 11 | Bituminous Items | |||
| 22 | 11.01 | Prime Coat :\nLow porosity\nProviding 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 | 9319.16 | sqm | |
| 23 | 11.02 | Tack Coat\nProviding 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. | 9319.16 | sqm | |
| 24 | 11.03 | 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 | 9319.16 | sqm | |
| 25 | 11.04 | Seal Coat Type C\nProviding & laying seal coat using Bitumen Emulsion sealing the voids in bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical specification Clauses 510\n(Excluding Loading, Unloading, Haulage, VAT and Labour Cess)\n(II) Bitumen Emulsion | 9319.16 | sqm | |
| 26 | 12 | Providing and fixing 'Logo' of PMGSY Project \nProviding and fixing of typical PMGSY informatory sign board with Logo as per MoRD specifications and drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron. | 1 | each | |
| 27 | 13 | Providing and Fixing Title information Board of PMGSY Project (RCC)\nProviding and fixing of typical PMGSY Citizen information sign board as per MORD specifications and drawing including painting and lettering and fixing in ground 600mm x 600mm x 750mm CC including painting two course and lettering. | 1 | each | |
| 28 | 14 | Reinforced cement concrete M15 grade 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 | |||
| 29 | 14.01 | Ordinary Kilometer stone (precast) | 4 | each | |
| 30 | 14.02 | 200 m stone (precast) | 14 | each | |
| 31 | 15 | Traffic Signs\nProviding 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 GI Pipe 50mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawing and Technical Specification Clause 1701 | |||
| 32 | 15.01 | 600 mm equilateral triangle | 13 | each | |
| 33 | 15.02 | 600 mm circle | 2 | each | |
| 34 | 16 | Providing edge stones on valley side of formation as per drawing and Technical Specification Clause 1608.2.6 | 294 | meter | |
| 35 | 17 | Construction of Job pillars as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4 | 16 | each | |
| 36 | 18 | Provision of rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint as per IRC - 67 : 2001 | 5.25 | sqm | |
| 37 | 19 | Protection Works | |||
| 38 | 19.01 | Excavation for Structures\nEarthwork 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 suitable material.\nOrdinary soil\nUpto 3 m depth | 58.646 | cum | |
| 39 | 19.02 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203\nP.C.C grade M 10\nNominal mix 1:3:6 | 6.411 | cum | |
| 40 | 19.03 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204.\nCoursed Rubble masonry (2nd sort) \nin cement mortar (1:5) | 88.023 | cum | |
| 41 | 19.04 | Stone masonry in cement mortar 1:3 for parapet Complete as per drawing and technical specifications Clauses 700 and 1208.4\nCoursed rubble masonry (1st sort) | 5.184 | cum | |
| 42 | 19.05 | Plastering with mortar 1:4 15 mm thick 1:4 on in sub structure | 116.16 | sqm | |
| 43 | 19.06 | 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 and technical specification Clauses 614, 709, 1204.3.7 | 47 | Nos. | |
| 44 | 19.07 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 | 28.123 | cum | |
| 45 | 19.08 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 . \n(I) Granular material | 14.062 | cum | |
| 46 | 20 | Cross Drainage Works | |||
| 47 | 20.01 | Dismantle of existing structure\nDismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.\nManual Means\n(B) Cement Concrete | 0.96 | cum | |
| 48 | 20.02 | Dismantling Brick/Tile Work\nDismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.\n(B) Cement mortar | 13.86 | cum | |
| 49 | 20.03 | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.\n(C) Above 900 mm dia Hume pipe | 5 | cum | |
| 50 | 21 | Excavation for Structures\nEarthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.\nUpto 3.0m depth | 446.485 | cum | |
| 51 | 22 | Plain cement Concrete M10 (1:3:6 Nominal mix) in leveling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109 | 45.807 | cum | |
| 52 | 23 | Type B (First Class) Bedding\nLaying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 | 14.36 | cum | |
| 53 | 24 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding \n(B) 1000 mm dia Pipe | 25 | Rm | |
| 54 | 25 | Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clause 1109\n(A) In 1:4 cement mortar | 184.714 | cum | |
| 55 | 26 | Stone Masonry in cement mortar for substructure complete as per drawing and technical specification Clauses 702, 704, 1202 and 1204\n(iii) In 1:5 cement mortar | 122.454 | cum | |
| 56 | 27 | Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303\nI. Rubble stone laid in cement mortar 1:3 | 9.84 | cum | |
| 57 | 28 | Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303\nIII. Brick on edge laid in cement mortar (1:3) | 1.976 | cum | |
| 58 | 29 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 | 4.872 | cum | |
| 59 | 30 | Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 \nSand filling | 31.18 | cum | |
| 60 | 31 | 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 | 92.648 | cum | |
| 61 | 32 | 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 and technical specification Clauses 614, 709, 1204.3.7 | 18 | Nos. | |
| 62 | 33 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5. R.C.C grade M 20 \nRCC Grade M 20\nNominal Mix 1 : 2 : 4 | 17.82 | cum | |
| 63 | 34 | Stone masonry in cement mortar 1:3 for parapet Complete as per drawing and technical specifications Clauses 700 and 1208.4\nCoursed rubble masonry (1st sort) | 3.15 | cum | |
| 64 | 35 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11 | 45.008 | Rm | |
| 65 | 36 | Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.372 | MT | |
| 66 | 37 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 | 0.836 | MT | |
| 67 | 38 | Providing and laying curtain walls complete as per drawing and technical specification Clause 1304\nCement concrete grade M 10 | 1.2 | cum | |
| 68 | 39 | Low Porosity\nProviding 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 | 34.68 | sqm | |
| 69 | 40 | 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. | 34.68 | sqm | |
| 70 | 41 | 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 | 34.68 | sqm | |
| 71 | 42 | Seal Coat\nProviding and laying seal coat using bituminous Emulsion sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 | 34.68 | sqm | |
| 72 | 43 | Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and technical specifications | 72 | Rm | |
| 73 | 44 | (ii) T03 road to Jogogri (3.33Km) | |||
| 74 | 45 | A) SITE CLEARANCE\nClearing and Grubbing Road Land\nClearing 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 earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.\n(I) By Manual Means\n(B) In area of thorny jungle | 0.357 | Hec | |
| 75 | 46 | EARTH WORK IN CUTIING AND FILLING | |||
| 76 | 46.01 | Excavation in Hilly areas in soil by Mechanical means including cutting etc\nExcavation in soil in Hilly Area by mechanical 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 Technical Specification Clause 1603.1 | 4305.12 | Cum | |
| 77 | 46.02 | Excavation in Hilly Areas in Ordinary soil by Mechanical means\nExcavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. | 240.134 | Cum | |
| 78 | 47 | Loading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by Mechanical Means | 3442.63 | Cum | |
| 79 | 48 | Haulage excluding Loading & Un-loading \nHaulage of materials by tipper excluding cost of loading, unloading and stacking.\nKatcha Track and Track in River Bed/Nallah Bed and Choe Bed\nDebris disposal at Chainage 720.00 on LHS of the Road & 3960.00 m on the RHS of the road. | 8748.83 | Cum | |
| 80 | 49 | Unloading of Earth, Sand, Lime, Moorum, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Manure, Crushed Slag, Flyash, Stone for Masonry Work by mechanical means. | 3442.63 | Cum | |
| 81 | 50 | Construction of sub-grade and Earthen shoulders etc\nConstruction of 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. | 1668.15 | Cum | |
| 82 | 51 | Compacting original ground\nCompacting original ground supporting subgrade\nLoosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 2311.29 | Cum | |
| 83 | 52 | Construction of Unlined surface drain in soil average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.\nManual Means | 3020 | Meter | |
| 84 | 53 | Construction of Unlined surface drain in Ordinary Rock\nConstruction of unlined surface drain of average cross-sectional area 0.4 sqm in\nordinary rock to specified lines, grades, levels and dimensions as per approved design\nand Technical Specification Clause 307. Excavated material to be used in\nembankment at site. | 630 | Meter | |
| 85 | 54 | SUB-BASE/ BASE COURSE | |||
| 86 | 54.01 | Granular Sub-Base (GSB) Grading II Material\nBy Mix in Place Method\nConstruction 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 rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.\n(ii) For Grading II Material | 347.939 | Cum | |
| 87 | 55 | BASE COURSE\nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.\n(A) By Manual Means | |||
| 88 | 55.01 | WBM Grading 2 | 445.101 | Cum | |
| 89 | 55.02 | WBM Grading 3 | 809.601 | Cum | |
| 90 | 56 | BITUMINIOUS CONSTRUCTION | |||
| 91 | 56.01 | Prime Coat: Bitumen Emulsion SS-1\nLow porosity\nProviding 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 | 10794.7 | Sqm | |
| 92 | 56.02 | Tack Coat: Bitumen Emulsion RS-1\nProviding 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. | 10794.7 | Sqm | |
| 93 | 56.03 | 20 mm Thick OGPC \n20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 | 10794.7 | Sqm | |
| 94 | 56.04 | Seal Coat \nProviding & laying seal coat using Bitumen Emulsion sealing the voids in bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical specification Clauses 510\n(Excluding Loading, Unloading, Haulage, VAT and Labour Cess)\n(II) Bitumen Emulsion | 10794.7 | Sqm | |
| 95 | 57 | Reinforced cement concrete M15 grade 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 | |||
| 96 | 57.01 | Ordinary Kilometer Stone ( Precast) | 4 | Each | |
| 97 | 57.02 | 200 meter Stone ( Precast) | 17 | Each | |
| 98 | 58 | ROAD SAFETY WORKS\nTraffic Signs \nProviding 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 GI Pipe 50mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawing and Technical Specification Clause 1701 | |||
| 99 | 58.01 | (ii) 600 mm equilateral triangle | 18 | Each | |
| 100 | 58.02 | (iii) 600 mm Circular | 4 | Each | |
| 101 | 59 | Providing edge stones on valley side of formation as per drawing and Technical Specification Clause 1608.2.6 | 616 | Meter | |
| 102 | 60 | Construction of job pillars etc | 22 | Each | |
| 103 | 61 | Provision of rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint as per IRC - 67 : 2001 | 5.25 | Sqm | |
| 104 | 62 | Supplying and laying open mesh jute Geotextile(JGT) having overall weight of 500 gm/sq meter, thickness 5mm, width 1220 mm, strength 10 kn/m slopes of embankment etc | 1252.8 | Sqm | |
| 105 | 63 | Planting trees as compensatory afforestation at the rate of 290 trees per hectare at a spacing of 6 meter by grubbing and levelling the ground unto a depth etc | 0.299 | Hect | |
| 106 | 64 | Supplying and placing ferrocement water tanks of circular/rectangular shape over staging with manhole cover with locking and clearing arrangement etc | 1 | Each | |
| 107 | 65 | Cost of medicine including anti-malaria etc | 1 | LS | |
| 108 | 66 | Construction of Camp etc | 1 | LS | |
| 109 | 67 | Protection works | |||
| 110 | 67.01 | Excavation for Structures\nEarthwork 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 suitable material.\nOrdinary soil\nUpto 3 m depth | 47.8 | Cum | |
| 111 | 67.02 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203\nP.C.C grade M 10\nNominal mix 1:3:6 | 5.378 | Cum | |
| 112 | 67.03 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204.\nCoursed Rubble masonry (2nd sort) \nin cement mortar (1:5) | 74.28 | Cum | |
| 113 | 67.04 | Stone masonry in cement mortar 1:3 for parapet Complete as per drawing and technical specifications Clauses 700 and 1208.4\nCoursed rubble masonry (1st sort) | 6.48 | Cum | |
| 114 | 67.05 | Plastering with Mortar 1:4 on in sub structure | 112.04 | Sqm | |
| 115 | 67.06 | 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 and technical specification Clauses 614, 709, 1204.3.7 | 39 | Nos | |
| 116 | 67.07 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 | 23.49 | Cum | |
| 117 | 67.08 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 . \n(I) Granular material | 11.745 | Cum | |
| 118 | 68 | Earthwork in excavation | |||
| 119 | 68.01 | Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.\nUpto 3.0m depth | 12.56 | Cum | |
| 120 | 69 | Plain cement Concrete M10 (1:3:6 Nominal mix) in leveling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109 | 12.081 | Cum | |
| 121 | 70 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.\nIn 1:4 cement mortar | 0.614 | Cum | |
| 122 | 71 | Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clause 1109\n(A) In 1:4 cement mortar | 0.512 | Cum | |
| 123 | 72 | Stone Masonry in cement mortar for substructure complete as per drawing and technical specification Clauses 702, 704, 1202 and 1204\n(iii) In 1:5 cement mortar | 1.853 | Cum | |
| 124 | 73 | Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303\nI. Rubble stone laid in cement mortar 1:3 | 0.2 | Cum | |
| 125 | 74 | Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303\nIII. Brick on edge laid in cement mortar (1:3) | 0.068 | Cum | |
| 126 | 75 | Providing and laying of Dry Rubble Flooring etc | 0.086 | Cum | |
| 127 | 76 | Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 \nSand filling | 7.79 | Cum | |
| 128 | 77 | 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 | 0.672 | Cum | |
| 129 | 78 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5. R.C.C grade M 20 \nFor design mix RCC M 20 | 0.24 | Cum | |
| 130 | 79 | Stone masonry in cement mortar 1:3 for parapet Complete as per drawing and technical specifications Clauses 700 and 1208.4\nCoursed rubble masonry (1st sort) | 0.05 | Cum | |
| 131 | 80 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11 | 0.638 | Cum | |
| 132 | 81 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 | 0.2 | Cum | |
| 133 | 82 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 | 0.236 | Cum | |
| 134 | 83 | Prime Coat: Bitumen Emulsion SS-1 rate 0.70-1.0 kg/sqm\nLow Porosity\nProviding 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 | 41.82 | Sqm | |
| 135 | 84 | Tack Coat: Bitumen Emulsion RS-1 rate 0.2-0.25 kg/sqm\nProviding 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. | 41.82 | Sqm | |
| 136 | 85 | 20 mm thick OGPC \n20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 | 41.82 | Sqm | |
| 137 | 86 | Seal Coat\nProviding and laying seal coat using bituminous Emulsion sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 | 41.82 | Sqm | |
| 138 | 87 | (iii) T03 road to Rem Megapgre (2.326Km) | |||
| 139 | 88 | Excavation in Hilly Areas in Ordinary soil by Mechanical means\nExcavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. | 5.168 | Cum | |
| 140 | 89 | DISPOSAL OF UNSUITABLE EARTH | |||
| 141 | 89.01 | Loading and Unloading Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by Mechanical Means \nLoading of Earth, Sand, Moorum, Manure, Flyash by mechanical means including a lead upto 30 m. | 141.484 | Cum | |
| 142 | 89.02 | Case-III Haulage excluding Loading & Unloading\nHaulage of materials by tipper excluding cost of loading, unloading and stacking.\nKatcha Track and Track in River Bed/Nallah Bed and Choe Bed\nDebris disposal at Chainage 720.00 on LHS of the Road & 3960.00 m on the RHS of the road. | 1713.99 | Cum | |
| 143 | 89.03 | Unloading of Earth, Sand, Lime, Moorum, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Manure, Crushed Slag, Flyash, Stone for Masonry Work by mechanical means. | 141.484 | Cum | |
| 144 | 90 | Construction of sub-grade and Earthen shoulders etc\nConstruction of 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. | 552.303 | Cum | |
| 145 | 91 | SUB-BASE/ BASE COURSE | |||
| 146 | 91.01 | (ii) Granular Sub-Base (GSB) Grading II Material\nBy Mix in Place Method\nConstruction 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 rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.\n(ii) For Grading II Material | 68.896 | Cum | |
| 147 | 92 | BASE COURSE\nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.\n(A) By Manual Means | |||
| 148 | 92.01 | WBM Grading 2 | 48.44 | Cum | |
| 149 | 92.02 | WBM Grading 3 | 341.84 | Cum | |
| 150 | 93 | BITUMINIOUS CONSTRUCTION | |||
| 151 | 93.01 | Prime Coat: Bitumen Emulsion SS-1\nProviding 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 | 7617.86 | Sqm | |
| 152 | 93.02 | Tack Coat: Bitumen Emulsion RS-1\nProviding 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. | 7617.86 | Sqm | |
| 153 | 93.03 | 20 mm Thick OGPC \n20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 | 7617.86 | Sqm | |
| 154 | 93.04 | Seal Coat \nProviding & laying seal coat using Bitumen Emulsion sealing the voids in bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical specification Clauses 510\n(Excluding Loading, Unloading, Haulage, VAT and Labour Cess)\n(II) Bitumen Emulsion | 7617.86 | Sqm | |
| 155 | 94 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design etc | |||
| 156 | 94.01 | (ii) Ordinary Kilometer Stone ( Precast) | 3 | Each | |
| 157 | 94.02 | (iii) 200 meter Stone ( Precast) | 11.63 | Each | |
| 158 | 95 | ROAD SAFETY WORKS | |||
| 159 | 95.01 | Traffic Signs Providing and fixing of retro- relectorised cuationary mandatory and informatory sign as per IRC-67 etc\n(ii) 600 mm equilateral triangle | 7 | Each | |
| 160 | 95.02 | (iii) 600 mm Circular | 3 | Each | |
| 161 | 96 | Providing edge stones on valley sides of fromation etc | 221 | Meter | |
| 162 | 97 | Construction of job pillars etc | 26 | Each | |
| 163 | 98 | Tubular Steel railing on Precast RCC post 1.2 m high above Ground level | 20 | Meter | |
| 164 | 99 | Provision of rumble strips covered with premix bituminous carpet 15-20 mm high etc | 7.35 | Sqm | |
| 165 | 100 | Supplying and laying open mesh jute Geotextile(JGT) having overall weight of 500 gm/sq meter, thickness 5mm, width 1220 mm, strength 10 kn/m slopes of embankment etc | 4416 | Sqm | |
| 166 | 101 | Planting trees as compensatory afforestation at the rate of 290 trees per hectare at a spacing of 6 meter by grubbing and levelling the ground unto a depth etc | 0.209 | Hect | |
| 167 | 102 | Supplying and placing ferrocement water tanks of circular/rectangular shape over staging with manhole cover with locking and clearing arrangement etc | 1 | Each | |
| 168 | 103 | Cost of Medicine including anti - Malaria measures like spreading DDT, Mosquito Nets etc. & other relief materials | 1 | LS | |
| 169 | 104 | Construction of Camp etc | 1 | LS | |
| 170 | 105 | CC Drain Trapezoidal Shaped | |||
| 171 | 105.01 | Excavation for Structures : Earthwork in excavation for structures as per drawing and technical specifications etc | 182.25 | Cum | |
| 172 | 105.02 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203\nP.C.C grade M 10\nNominal mix 1:3:6 | 24.3 | Cum | |
| 173 | 105.03 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. (I) Random Rubble masonry \n(iii) In 1:5 cement mortar | 38.232 | Cum | |
| 174 | 105.04 | Plastering with Mortar 1:4 on in sub structure | 347.88 | Sqm | |
| 175 | 105.05 | Neat cement punning / ANNEXURE-A | 347.88 | Cum | |
| 176 | 106 | PROTECTION WORKS( B/R/Wall) | |||
| 177 | 106.01 | Earth work in excavation for structures\nEarthwork 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 suitable material.\nOrdinary soil\nUpto 3 m depth | 30.57 | Cum | |
| 178 | 106.02 | Providing and laying filter material uderneath pitching in slopes complete etc | 5.115 | Cum | |
| 179 | 106.03 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 | 39.69 | Cum | |
| 180 | 106.04 | Stone Masonry in cement mortar for substructure complete etc ( In cement mortar 1:5 | 0.212 | Cum | |
| 181 | 106.05 | Stone masonry in cement mortar 1:3 for parapet Complete as per drawing and technical specifications Clauses 700 and 1208.4\nCoursed rubble masonry (1st sort) | 0.36 | Cum | |
| 182 | 106.06 | Plastering with Mortar 1:4 on in sub structure | 1.56 | Sqm | |
| 183 | 106.07 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 | 0.156 | Cum | |
| 184 | 107 | DISMANTLING RCC HUME PIPE CULVERTS/Slab | |||
| 185 | 107.01 | Dismantling Stone Masonry \n(B) Rubble Stone Masonty in Cement Mortar | 1.874 | Cum | |
| 186 | 108 | HUME PIPE CULVERT/RCC SLAB CULVERTS-2.00M | |||
| 187 | 108.01 | Plain Cement Concrete M10 (1:3:6) Nominal mix \nin leveling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109 | 1.741 | Cum | |
| 188 | 108.02 | Type B ( First Class) Bedding \nLaying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 | 4.02 | Cum | |
| 189 | 108.03 | Stone Masonry in cement mortar for substructure complete as per drawing and technical specification Clauses 702, 704, 1202 and 1204\n(iii) In 1:5 cement mortar | 12.767 | Cum | |
| 190 | 108.04 | Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303\nIII. Brick on edge laid in cement mortar (1:3) | 0.044 | Cum | |
| 191 | 108.05 | Providing and laying of Dry Rubble Flooring etc | 2.118 | Cum | |
| 192 | 108.06 | Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 \nSand filling | 1.865 | Cum | |
| 193 | 108.07 | 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 | 23.812 | Cum | |
| 194 | 108.08 | Prime Coat: Bitumen Emulsion SS-1 rate 0.70-1.0 kg/sqm\nProviding 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 | 13.26 | Sqm | |
| 195 | 108.09 | Tack Coat: Bitumen Emulsion RS-1 rate 0.2-0.25 kg/sqm\nProviding 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. | 13.26 | Sqm | |
| 196 | 108.1 | 20 mm thick OGPC \n20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 | 13.26 | Sqm | |
| 197 | 108.11 | Seal Coat\nProviding and laying seal coat using bituminous Emulsion sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 | 13.26 | Sqm | |
| 198 | 108.12 | Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and technical specifications | 24 | Rm | |
| 199 | 109 | Maintenance Cost for (i) Gabil Songitcham road to Gra Songitcham | |||
| 200 | 109.01 | Maintenance for 1st year | 2.884 | Km | |
| 201 | 109.02 | Maintenance for 2nd year | 2.884 | Km | |
| 202 | 109.03 | Maintenance for 3rd year | 2.884 | Km | |
| 203 | 109.04 | Maintenance for 4th year | 2.884 | Km | |
| 204 | 109.05 | Maintenance for 5th year | 2.884 | Km | |
| 205 | 110 | Maintenance Cost for (ii) T03 road to Jogogri | |||
| 206 | 110.01 | Maintenance for 1st Year | 3.33 | Km | |
| 207 | 110.02 | Maintenance for 2ndYear | 3.33 | Km | |
| 208 | 110.03 | Maintenance for 3rdYear | 3.33 | Km | |
| 209 | 110.04 | Maintenance for 4thYear | 3.33 | Km | |
| 210 | 110.05 | Maintenance for 5th Year | 3.33 | Km | |
| 211 | 111 | Maintenance Cost for (iii) T03 road to Rem Megapgre | |||
| 212 | 111.01 | Maintenance for 1st Year | 2.326 | Km | |
| 213 | 111.02 | Maintenance for 2ndYear | 2.326 | Km | |
| 214 | 111.03 | Maintenance for 3rdYear | 2.326 | Km | |
| 215 | 111.04 | Maintenance for 4thYear | 2.326 | Km | |
| 216 | 111.05 | Maintenance for 5th Year | 2.326 | Km |
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