| 1 | 1 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut 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 MoRD Specification for Rural roads Clause 201 by manual means as per the direction of the Engineer in charge. | BI01010001010000000000000515BI0100001112 | 29478 | Sqm |
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| 2 | 2 | Dismantling of Structures\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 of MORD by manual means. | BI01010001010000000000000515BI0100001113 | | |
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| 3 | 2.01 | Cement concrete | BI01010001010000000000000515BI0100001114 | 40.25 | Cum |
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| 4 | 2.02 | Stone masonary with cement mortar. | BI01010001010000000000000515BI0100001115 | 225.93 | Cum |
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| 5 | 2.03 | Above 600 mm. to 900 mm. dia hume pipe | BI01010001010000000000000515BI0100001116 | 33.75 | Rmt |
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| 6 | 3 | Construction of embankment, Subgrade and shoulders with approved material obtained from borrow pits transporting to site by mechanical means with all leads & lifts, spreading, grading to required slope and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301 of MORD and as per the direction of the Engineer-in-Charge. | BI01010001010000000000000515BI0100001117 | 10649.3 | Cum |
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| 7 | 4 | 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 of MoRD and as per the direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001118 | 3999.42 | Cum |
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| 8 | 5 | Excavation of roadway soil with hydraulic excavator if 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requiremetns of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m. and lead upto 1000m. as per Technical Specification Clause 302.3 of MORD and as per the direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001120 | 4784.03 | Cum |
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| 9 | 6 | Construction of Shoulder with approaved materials like Hard Soil obtained from locality with all lift and leads transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.2 with all lead and lifts as per Technical Specification Clause 303.1 of MoRD and as per the direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001121 | 982.6 | Cum |
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| 10 | 7 | Filling in Foundation Trenches with sand as per drawing and technical specification Clause 305.3.9 & 1108 of MoRD and as per the direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001122 | 369.84 | Cum |
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| 11 | 8 | Construction of Gravel/Soil Aggregate sub-base by Murrom Sand Admixture. providing well graded material of nominal maximum size grading 20 mm as per Table 2.3 of IRC SP 77-2008, spreading in uniform layers with tractor mount appropriate grading arrangements on prepared surface, mixing by in place method at OMC with tractor mount appropriate rotavator attachment and compaction with three wheel 80-100 kn Static Roller capacity to achieve tje desired density complete as per specification contained in para 2.2,3.6 and 3.7 of IRC SP 77-2008. | BI01010001010000000000000515BI0100001123 | 2267.89 | Cum |
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| 12 | 9 | Providing and laying , spreading and compacting stone aggregates of specific size for WBM (Water Bound Macadam) as per specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to propper grade and camber, applying and brooming, crushable screening / stone screening , binding materials to fill-up the interstices of course aggregate, watering and compacting to the required density as perTechnical Specification Clause 405 of MORD specification for Rural roads by manual means and as per direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001124 | | |
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| 13 | 9.01 | i) Grading No.-II | BI01010001010000000000000515BI0100001125 | 1479.83 | Cum |
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| 14 | 9.02 | ii) Grading No.-III | BI01010001010000000000000515BI0100001126 | 739.92 | Cum |
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| 15 | 10 | Providing and applying Primer Coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 of MoRD for low porosity surface and as per the direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001127 | 28289.3 | Sqm |
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| 16 | 11 | Providing and applying Tack Coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 of MoRD and as per the direction of the Engineer-in-charge | BI01010001010000000000000515BI0100001128 | 28289.3 | Sqm |
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| 17 | 12 | Providing, laying and rolling of open-graded Premix Carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using S-65 penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508 of MoRD by manual means i.e., without paver finisher and as per the direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001129 | 28289.3 | Sqm |
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| 18 | 13 | Providing and laying Seal Coat 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 of MORD with S-65 grade bitumen laid by manual means I.e., without chips spreader and as per the direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001130 | 28289.3 | Sqm |
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| 19 | 14 | Providing and laying Bituminous Macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504 and as per the direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001131 | 1414.47 | Cum |
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| 20 | 15 | Providing and laying cement concrete wearing course M 30 grade excluding reinforcement complete as per drawing and technical specifications Clause 800 and 1206.3 and as per direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001132 | 5.01 | Cum |
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| 21 | 16 | Fine dressing and turfing including transportation by mechanical means with all leads and lifts and placing of turfs in position and ramming with thapies including watering and cost of labour and all materials etc. complete as per the direction of the Engineer-in-Charge. | BI01010001010000000000000515BI0100001133 | 11792.9 | Sqm |
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| 22 | 17 | Earthwork in excavation for foundation of structures in all types of soil as per drawing and technical specification Clause 305 and 1104 of MoRD includding setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all lead & lift, dressing of sides and bottom and back filling with excavated suitable material upto 3mt. as per direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001134 | 1162.59 | Cum |
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| 23 | 18 | Providing PCC plain cement concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MoRD and as per the direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001135 | | |
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| 24 | 18.01 | M-10 | BI01010001010000000000000515BI0100001136 | 193.78 | Cum |
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| 25 | 19 | Providing PCC plain cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 of MoRD and as per the direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001137 | | |
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| 26 | 19.01 | M-15 | BI01010001010000000000000515BI0100001138 | 432.66 | Cum |
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| 27 | 20 | R.C.C. M25 using 12mm size chips including centering, shuttering cost conveyance, royality, taxes etc. of all materials complete as per drawing & technical specification Clause 802, 803, 1202 & 1203 of MoRD and as per the direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001139 | | |
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| 28 | 20.01 | Foundations | BI01010001010000000000000515BI0100001140 | 89.49 | Cum |
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| 29 | 20.02 | Substructure | BI01010001010000000000000515BI0100001141 | 61.21 | Cum |
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| 30 | 20.03 | Superstructure | BI01010001010000000000000515BI0100001142 | 39.53 | Cum |
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| 31 | 21 | Supplying, fitting and placing HYSD bar reinforcement (Fe415) complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 of MORD specification for Rural roads and as per direction of the Engineer-in-Charge. | BI01010001010000000000000515BI0100001143 | | |
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| 32 | 21.01 | Foundations | BI01010001010000000000000515BI0100001144 | 4.81 | MT |
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| 33 | 21.02 | Sub-Structure | BI01010001010000000000000515BI0100001145 | 3.06 | MT |
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| 34 | 21.03 | Superstructure | BI01010001010000000000000515BI0100001146 | 4.16 | MT |
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| 35 | 22 | Construction of RCC railing of M 20 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between certical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 of MoRD and as per the direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001147 | 15 | Cum |
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| 36 | 23 | Providing Weepholes in brick masonary/stone masonary, 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 of MoRD and as per the direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001148 | 132.5 | Nos |
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| 37 | 24 | Providing laying R.C.C. Hume pipe NP3 class for culverts including fixing collar with cement mortar 1:2 but excluding excavation, protection work, backfilling,concrete and masonry work in head walls and parapets clause 1106 of MORD specification for Rural roads and as per direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001149 | | |
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| 38 | 24.01 | 1000mm dia (Single row) | BI01010001010000000000000515BI0100001150 | 50 | Rmt |
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| 39 | 24.02 | 1000mm dia (Double row) | BI01010001010000000000000515BI0100001151 | 20 | Rmt |
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| 40 | 25 | Providing and laying boulder appron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1300 of MoRD and as per the direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001152 | 122.67 | Cum |
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| 41 | 26 | Gravel backing and Providing and laying filter media underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 and as per the direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001153 | 5.8 | Cum |
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| 42 | 27 | Providing and laying filter media with granular crushed aggregates as per specification o a thickness of not less than 600mm 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 specifications Clause 1204.3.8 and as per the direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001154 | 32.34 | Cum |
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| 43 | 28 | Construction of Gravel/Soil aggregates Base/Surface by Murrom Sand Admixture. providing well graded material of nominal maximum size grading 5mm as per Table 2.3 of IRC SP 77-2008,spreading in uniform layers with tractor mount appropriate grading arrangements on prepared surface,mixing by mix in place method at OMC with tractor mount appropriate rotavator attachment and compaction with three wheel 80-100 KN static Roller capacity to achieve the desired density complete as per specifications contained in Para 2.2,3.6 and 3.7 of IRC SP 77-2008 | BI01010001010000000000000515BI0100001155 | 12.13 | Cum |
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| 44 | 29 | Back filling with granular material behind abutment, wing and return wall complete as per drawings and technical specification Clause 1201.3.8 of MoRD and as per the direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001156 | 77.7 | Cum |
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| 45 | 30 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. | BI01010001010000000000000515BI0100001157 | 3888.4 | sqm |
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| 46 | 31 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 of MoRD and as per direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001158 | 2 | Nos |
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| 47 | 32 | Providing and fixing reinforced cement concrete M 15 grade kilometre stone of standard design as per IRC : 8 fixing in position including painting and printing etc as per drawing and technical specification clause 1703 of MoRD and as per the direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001159 | | |
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| 48 | 32.01 | 5th kilometer stone | BI01010001010000000000000515BI0100001160 | 1 | Nos |
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| 49 | 32.02 | Ordinary kilometer stone | BI01010001010000000000000515BI0100001161 | 5 | Nos |
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| 50 | 32.03 | 200 mm stone | BI01010001010000000000000515BI0100001162 | 20 | Nos |
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| 51 | 33 | Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1700, 300 & 800 of MoRD and as per the direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001163 | | |
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| 52 | 33.01 | 600 mm circular | BI01010001010000000000000515BI0100001164 | 12 | Nos |
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| 53 | 33.02 | 600 mm X 450 mm rectangular | BI01010001010000000000000515BI0100001165 | 11 | Nos |
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| 54 | 34 | Construction of RCC guard posts of 200 mm dia M15 grade cast-in-situ with 20 mm nominal size aggregate,true to line and grade,tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technival Specification Clause 800,1400 & 1704.1 of MoRD and as per direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001166 | 249 | Nos |
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| 55 | 35 | Providing and fixing of typical PMGSY Citizen Information board as per MORD specification and drawing. Three MS plates of 50 x 5 mm. thick, back plate duty welded with 75 mm dia steel tubes back on edges as per drawings. The upper and lowe plate will be welded with MS flat iron frame of 50mm x 5 mm. The steel tubes dully embeded in cement concrete M-15 grade blocksw of 600mm x 600 mm x 750 mm below ground level. All MS will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with redimixed synthetic enamel paint of superor quality in required shade and colour. All selection of framed posts and steel tubes will be painted with primer and two coats of epoxupaint as per drawing Clause 1701 and Annexure - 1700.1. | BI01010001010000000000000515BI0100001168 | 3 | Nos |
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| 56 | 36 | Enamel Paint two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc as per technical specification Clause 1915 of MoRD and as per the direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001169 | 30.54 | Sqm |
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| 57 | 37 | Routine Maintenance (For Road Works) after completion of construction works (Lump-sum Amount for each year Per Km) | BI01010001010000000000000515BI0100001334 | | |
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| 58 | 37.01 | 1st Year | BI01010001010000000000000515BI0100001335 | 5 | Km. |
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| 59 | 37.02 | 2nd Year | BI01010001010000000000000515BI0100001336 | 5 | Km. |
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| 60 | 37.03 | 3rd Year | BI01010001010000000000000515BI0100001337 | 5 | Km. |
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| 61 | 37.04 | 4th Year | BI01010001010000000000000515BI0100001338 | 5 | Km. |
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| 62 | 37.05 | 5th Year | BI01010001010000000000000515BI0100001339 | 5 | Km. |
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