| 1 | 1 | \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 MoRD Specification for Rural roads Clause 201 by manual means as per the direction of the Engineer in charge. | BI01010001010000000000000515BI0100001111 | 31350 | Sqm |
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| 2 | 2 | Construction of embnkment with approved material obtained from borrow pits with all lifts and leads. Transporting to site by mechanical means spreading, grading to required slope and compacting to meet requirement Specifications for Road & Bridge works (4th Revision)and as per the direction of engineer in charge. | BI01010001010000000000000515BI0100001112 | 24579.9 | Cum |
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| 3 | 3 | Excavation in ordinary rock with hydraulic excavator including cutting and loading in tippers, transporting to embankment site with all leads and lifts, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.of MORD and as per direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001113 | 4392.5 | Cum |
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| 4 | 4 | Excavation in hard rock ( blasting prohibited ) with disposal upto 1000m Excavation for roadaway in hard rock (required 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 rock with a lift upto 1.5m and leads upto 1000 m as per direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001114 | 627.5 | Cum |
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| 5 | 5 | Cutting in disintegrated rock not requiring blasting to be removed by pick axes and crow bars and depositing materials within 50m initial lead and 1.5m initial lift including rough dressing as per dirction and specification of the department including stacking the useful materials separately as ordered. | BI01010001010000000000000515BI0100001115 | 941.25 | Cum |
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| 6 | 6 | Excavation in hard rock (requiring blasting) with disposal upto 1000m Excavation for roadaway in hard rock (required 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 rock with a lift upto 1.5m and leads upto 1000 m as per direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001115 | 313.75 | Cum |
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| 7 | 7 | 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 direction of Engineer in Charge. | BI01010001010000000000000515BI0100001115 | 902.19 | Cum |
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| 8 | 8 | Construction of Granular Sub base by providing Moorum & Sand admixture spreading in uniform layers with Tractor grader on prepared surface, mixing by mix in place method at OMC and compacting with smooth wheel roller to achive the desired density complete as per Technical Specification clause 401. | BI01010001010000000000000515BI0100001116 | 3660.53 | Cum |
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| 9 | 9 | Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam specification including spreading in uniform thickness hand packing, rolling with three wheel 80-100 KN static roller in stages to proper grade & camber, applying & brooming, crushable screening/Stone Screening to fill up the interstices of coarse aggregate, watering & compacting to the required density as per Clause 405 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer in Charge. | BI01010001010000000000000515BI0100001117 | | |
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| 10 | 9.01 | (A) WBM Grade - II | | 1577.82 | Cum |
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| 11 | 9.02 | (B) WBM Grade - III | | 1577.82 | Cum |
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| 12 | 10 | Fine dressing and turfing to the slopes of the road embankment with compact dub gross transported by mechanical means as per the direction of the engineer in charge. | BI01010001010000000000000515BI0100001123 | 10250 | Sqm |
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| 13 | 11 | Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per Technical Specification Clause 502 of MOSRT&H including cost, conveyance, royalty, taxes of chips and bitumen & other required materials etc. complete and as per direction of Engineer-In-Charge. | BI01010001010000000000000515BI0100001123 | 21037.5 | Sqm |
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| 14 | 12 | Providing and laying tack coat with penetration grade of bitumen emulsion (RS) of 0.20 Kg per Sqm after scraping cleaning the road surface including cost, conveyance royalty of all materials, T&P labour, hire charges of machinaries etc. complete as per Technical Specification Clause 503 of MOSRT&H and as per direction of the Engineer in charge. | BI01010001010000000000000515BI0100001123 | 21037.5 | Sqm |
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| 15 | 13 | Providing, laying and rolling open graded premix carpet of 20mm thick using 0.27 cum composed of 13.2 mm to 5.6 mm size crusher stone chips using pentration grade of bitumen of grade VG-30 (60/70) of 14.60 kg per 10 sqm including hand packing to proper camber and consolidation with 80-100 KN roller inclusive of hire and running charges of PRR, bitumen mixtures, tar boilers and all other T&P articles including cost, conveyance, royalty, taxes of chips and bitumen & other required materials etc. complete as per specification and direction of the Engineer in charge. | BI01010001010000000000000515BI0100001125 | 21037.5 | Sqm |
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| 16 | 14 | Providing and laying 6mm thick precoated Seal Coat Type B using 0.06 cum of 6.70 mm size chips as per sieve analysis for sealing the voids in the bituminous surface laid to the specified levels, grade and cross fall using penetration grade of bitumen of 6.80 kg per 10 sqm and rolled with smooth wheeled power roller, bitumen mixure, tar boiler and all other T&P articles including cost, conveyance, royalty, taxes of chips and bitumen & other required materials etc complete and as per the direction of engineer in charge. | BI01010001010000000000000515BI0100001126 | 21037.5 | Sqm |
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| 17 | 15 | Earth work in excavation for foundtion of structures upto 3 m depth as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material dressing of sides and bottom and backfilling in trenches excavated suitable material. | BI01010001010000000000000515BI0100001125 | 902.19 | Cum |
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| 18 | 16 | Providing and filling manually with selected good clean river sand of approved quality in layers not exceeding 200mm thick including watering and compacting with all leads and lifts etc. For finished item of work as per Specification and .direction of Engineer in charge. | BI01010001010000000000000515BI0100001126 | 155.01 | Cum |
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| 19 | 17 | Providing concrete for plain concrete of M-15 as per drawings and technical specification clause 802, 803, 1202, 1203 of MORD Specification for Rural roads including cost, conveyance, royalty, taxes, labour and T&P required for the work and as per the direction of the Engineer-in-Charge. | BI01010001010000000000000515BI0100001127 | | |
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| 20 | 17.01 | (A) IN FOUNDATION | | 509.08 | Cum |
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| 21 | 17.02 | (B) IN SUB-STRUCTURE | BI01010001010000000000000515BI0100001128 | 580.05 | Cum |
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| 22 | 18 | Providing and laying reinforced cement concrete pipe (NP3) for culverts including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry work in head wall and parapets as per Clause 1106 of MORD Specification for Rural roads including cost, conveyance, royalty, taxes, labour and T&P required for the worketc complete and as per direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001129 | | |
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| 23 | 18.01 | (A) 600 MM DIA | | 7.5 | RMT |
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| 24 | 18.02 | (B) 1000 MM DIA | | 120 | RMT |
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| 25 | 18.03 | (C) 1200 MM DIA | | 15 | RMT |
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| 26 | 19 | 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 | BI01010001010000000000000515BI0100001130 | 440 | Mtr |
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| 27 | 20 | R.C.C. M-25 grade using 20 mm size and down graded black hard granite (crusher broken) stone chips including hosting and laying, well rammed with cost, conveyance, royality, taxes of all materials and all labour, T&P, etc. complete.and as per the direction of Engineer in charge. | BI01010001010000000000000515BI0100001131 | | |
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| 28 | 20.01 | (A) Superstructure | | 9.65 | Cum |
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| 29 | 21 | R.C.C. M-30 grade using 20 mm size and down graded black hard granite (crusher broken) stone chips including hosting and laying, well rammed with cost, conveyance, royality, taxes of all materials and all labour, T&P, etc. complete.and as per the direction of Engineer in charge | BI01010001010000000000000515BI0100001135 | | |
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| 30 | 21.01 | . (A) Wearing Coat | | 3.42 | Cum |
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| 31 | 22 | Supply of HYSD bars confirming to grade S-415 cutting bending, binding, lapping, splicing, welding etc. (conforming to ISI specification) & jointing if necessary by lapping & tying the grills & placing in position as required for RCC works as per the approved design, hoisting, lowering & laying position including cost & conveyance of tor steel & binding wires of 18 to 20 gauge(as to be approved by the Deptt.) etc. complete (weight of binding wire shall not be considered for payment at all which will be borne by the contractor (standard CO-efficient of different sizes of the steel shall be considered & welding & lapping should confirm to relevant clause of IRC-21/1987) | BI01010001010000000000000515BI0100001136 | 10.65 | Qntl |
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| 32 | 23 | Providing and laying pitching with stone boulders on slopes laid over prepared filter media as per drawing and MORD technical specifications Clause 1300 and as per direction of the Engineer in charge | BI01010001010000000000000515BI0100001137 | 54.3 | Cum |
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| 33 | 24 | 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 MORD technical specification Clause 1204.3.8 and as per direction of the Engineer in charge | BI01010001010000000000000515BI0100001138 | 27.61 | Cum |
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| 34 | 25 | Providing and fixing of typical 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 Clause 1701 and Annexure 1700.1 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001141 | 2 | Nos |
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| 35 | 26 | 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 1701.2.2 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work as per direction of the Engineer-in-Charge. | BI01010001010000000000000515BI0100001142 | | |
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| 36 | 26.01 | (A) 600 MM Equilateral Triangle | | 7 | Nos |
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| 37 | 26.02 | (B) 600 MM CIRCULAR | BI01010001010000000000000515BI0100001143 | 7 | Nos |
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| 38 | 27 | Supplying and installing of reinforced cement concrete M 15 grade Kilometer stone/ local stone of standard design as per IRC : 8 fixing in position including painting, and printing etc. as per clause 1703 of MORD specification for Rural roads and as per direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001147 | | |
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| 39 | 27.01 | (A) Ordinary KM Stone | BI01010001010000000000000515BI0100001148 | 6 | Nos |
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| 40 | 27.02 | (B) 200 Mtr Stone | BI01010001010000000000000515BI0100001149 | 18 | Nos |
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| 41 | 28 | Reinforced cement concrete M-15 grade Guard stone / local stone of standard design as per IRC-25 fixed position including finishing as per clause 1704 of MORD. | BI01010001010000000000000515BI0100001150 | 141 | Nos |
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