| 1 | 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned upto a lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm in thickness as per Clause 201 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. | | 170586 | Sqm |
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| 2 | 2 | Loosening to a depth of 150mm, leveling and compacting original ground supporting embankment /sub-grade as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 305, 305.3.4 of MoRT&H Specification for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. | | 25767.9 | Cum |
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| 3 | 3 | Earthwork in excavation for road way in all kinds of soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, setting out, dressing of section to correct line, level, grade and camber transporting to embankment site within all lifts and lead upto 1000mtr., utilising the surplus earth locally for road work where ever required, back filling the excavated earth to the extent required complete in all respect as per approved drawing and technical specifications as per Section 900 and Clause 301 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. | | 1792.3 | Cum |
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| 4 | 4 | Construction of embankment with approved materials deposited at site from road-way cutting and other structures with all lifts and leads graded and compacted to meet requirement as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 305 of MoRT&H Specification for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. | | 7356.2 | Cum |
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| 5 | 5 | Construction of embankment with approved materials obtained from borrow pits by mechanical means graded and compacted to meet requirement as per approved drawing and technical specifications complete in all respect as per Section 900 and clause 305 of MoRT&H Specification for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. | | 40911.8 | Cum |
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| 6 | 6 | Scarifying and removing the existing bituminous road surface to the required depth as per approved drawing and technical specifications and disposal of scarified materials within all lifts and lead upto 1000mtr. complete in all respect as per Section 900, Clause 305.4.3, 305.8, 305.9.5, 501.8.3.2, 501.8.7.2 and 501.8.8.1 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. | | 562.5 | Sqm |
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| 7 | 7 | Construction of sub-grade using approved materials obtained from borrow pits having CBR not less than 8%, with all leads and lifts, transporting to site, spreading, grading, to required slope, camber, as per drawings, and watering, compacting by using vibratory roller to meet required density etc complete as per Clause 305 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. | | 55301.7 | Cum |
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| 8 | 8 | Providing and laying Granular Sub-base with Grading-IV stone screening materials as per Table 400-1 as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 401 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. | | 20553.9 | Cum |
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| 9 | 9 | Providing Wet Mix Macadam using crushed stone aggregates as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 406 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. | | 19333.9 | Cum |
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| 10 | 10 | Providing and applying primer coat with medium setting bitumen emulsion on prepared surface of granular base, including clearing road surface and spraying primer @ 0.60 Kg/ Sqm using mechanical means as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501.5.2 & 502 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. | | 70141.5 | Sqm |
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| 11 | 11 | Providing and applying tack coat with medium setting bitumen emulsion on the prepared bituminous/ granular surface including cleaning with mechanical broom and spraying bitumen emulsion @ 0.20 Kg/ Sqm using mechanical means as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501.5.2 & 503 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. | | 70516.5 | Sqm |
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| 12 | 12 | Providing & laying compacted Bituminous Macadam (Grading-II ) using 60/70 grade Bitumen with Hot Mix Plant using crusher broken hard granite aggregates of specified grading premixed with bituminous binder @ 3.3 % by weight of total mix and filler, transporting the hot mix to works site, lying with 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 compacting as per Clause No.106, 108, 111, 112, 501, 503 , 504 and section 900 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) &including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge. | | 3525.83 | Cum |
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| 13 | 13 | Providing and laying compacted Semi Dense Bituminous Concrete (Grading-II) with Batch type Hot Mix Plant using crushed stone aggregates of specified grading, premixed with bituminous binder of 60/70 (VG-30) penetration grade of bitumen, 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, vibtratory and tandem rollers to achieve the desired compaction as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501 & 508 of MoRT&H Specifications for Road & Bridge works (4th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. | | 2820.66 | Cum |
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| 14 | 14 | Fine dressing and providing, laying turfing with live sods of perennial turf forming grass on embankment slope, verges or other locations including preparation of ground, fetching of sods with all lifts and leads upto 5 Km. and watering complete in all respect as per approved drawing and technical specifications as per Section 900 and Clause 307 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. | | 32702.7 | Sqm |
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| 15 | 15 | Providing road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads@250gms per sqm area , thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35.The finished surface to be level, uniform and free from streaks and holes etc. for finished item of work as per approved drawing and technical specification complete in all respect as per Section 900 and Clause 803 of MoRT&H specification for road and bridge work (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. | | 3397.4 | Sqm |
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| 16 | 16 | Construction of cement concrete kerb with channel with top and bottom width 115 and 165mm respectibily, 250mm high in M-20 Grade PCC on M-10 grade foundation 150mm thick, kerb channel 300mm wide, 50mm thick in PCC M-20 grade, slope towards the kerb, kerb stone with channel laid with kerb lying machine, foundation concrete laid manually as per Clause 409 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. | | 19524 | Rm |
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| 17 | 17 | Removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit etc. complete as per drawing and as per Clause No 201 of specification for road & bridge works of Ministry of Road Transport & Highways (5th revision ) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. | | | |
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| 18 | 17.01 | Girth 300 mm to 600 mm | | 291 | No. |
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| 19 | 17.02 | Girth 600 mm to 900 mm | | 213 | No. |
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| 20 | 17.03 | Girth 900 mm to 1800 mm | | 67 | No. |
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| 21 | 17.04 | Girth more than 1800mm | | 32 | No. |
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| 22 | 18 | Providing & fixing RCC M-15 grade 5th Km. stone, Ordinary Km. stone and Hectometre stone along with reinforcement for finished item of work as per drawing as per IRC -25 / 1967 & IRC-8-1980 fixed in position including finishing and lettering, painting as per approved drawing and technical specification complete in all respect as per Clause No. 805 & Section 800, 900, 1000, 1500, 1600, 1700 of MoRT&H specification for road & bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. | | | |
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| 23 | 18.01 | 200 metre stone | | 44 | No. |
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| 24 | 18.02 | Ordinary Kilometre stone | | 9 | No. |
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| 25 | 18.03 | 5th Kilometre stone | | 2 | No. |
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| 26 | 19 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause No. 801.3 of MoRT&H specification for road & bridge works (5th Revision) fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm , firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level for finished item of work as per approved drawing and technical specifications complete in all respect & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. | | | |
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| 27 | 19.01 | 900mm Equilateral triangular | | 24 | No. |
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| 28 | 19.02 | 600mm Circular | | 21 | No. |
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| 29 | 19.03 | Facility information 800mm x 600mm rectangular | | 29 | No. |
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| 30 | 19.04 | Facility information 600mm x 450mm rectangular | | 12 | No. |
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| 31 | 19.05 | Octagon 900mm height | | 5 | No. |
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| 32 | 20 | Supplying, fitting & fixing of reflective pavement marker (road studs) Acrylonitrile Butadience Styrene (ABS) plastic body of standard size having Micro Bismetic reflectors (Dual side) with impact registance, colour as approved including all cost of labour, sudries, tools & plant required for the work etc complete as per Clause 804 of specification for road & bridge works of Ministry of Road Transport & Highways ( 5th revision ) & direction of Engineer-in-Charge. | | 6234 | No. |
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| 33 | 21 | Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. | | 1990 | Rmt. |
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| 34 | 22 | Earth work in excavation in hard soil or gravelly soil for retaning wall, toe wall, drain,CD works, bridge works etc as per drawing and technical specification, including setting out, dressing of section to correct line, level, grade & camber and loading into tippers, transporting to embankment site within all lifts and lead upto 1000mtr. and utilising the surplus earth locally for road work wherever required, backfilling the excavation earth to the extent required complete in all respect as per Clause 301 & 304 of Specification for road & bridge work of MORT&H (5th Revision) & Direction of Engineer in charge. | | 8120.99 | Cum |
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| 35 | 23 | Earthwork in excavation cutting in hard rock (blasting prohibited) for foundation of bridges and other structures to be removed by pick axes and crow bars and depositing materials including all lead and lift including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, levelling the bed, dewatering from foundation if required complete as per approved drawing and technical specifications as per Clause 304 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. | | 1618.69 | Cum |
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| 36 | 24 | Providing, filling clean sand of approved quality in road work for construction of drainage layer and foundation trenches of structures in uniform layers, watered and rammed/ compacted as per approved drawing and technical specifications complete in all respect as per Section 900, 2100 and Clause 401 & 304 of MoRT&H specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. | | 990.42 | Cum |
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| 37 | 25 | Providing and laying Plain cement concrete of grade (1:4:8) in drain & structures etc complete as per drawing and technical specification using High Strength approved quality Cement and coarse granite aggregate conforming to Table 1000-1 with formwork as per Section 900,1000,1700, 2100 & 2200 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. | | 199.03 | Cum |
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| 38 | 26 | Providing and laying Plain cement concrete of grade M-15 in foundation of CD works, bridge work, retaining wall, bus siding and bus shelter etc complete as per drawing and technical specification using High Strength approved quality Cement and coarse granite aggregate conforming to Table 1000-1 with formwork as per Section 900,1000,1700 & 2100 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. | | 918.28 | Cum |
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| 39 | 27 | Providing and laying Plain cement concrete of grade M-20 in foundation & sub-structure of Bus-bay, CD work etc as per drawing and technical specification using High Strength approved quality Cement and coarse granite aggregate conforming to Table 1000-1 with formwork as per Section 900,1000,1500,1700, 2100 & 2200 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. | | | |
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| 40 | 27.01 | Bus Shelter | | 24.53 | Cum |
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| 41 | 27.02 | Hume pipe Head wall | | 100.25 | Cum |
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| 42 | 27.03 | Box Culvert cutoff wall | | 255.74 | Cum |
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| 43 | 28 | Providing and laying Reinforced cement concrete of grade M-20 in foundation & sub-structures of CD works, retaining wall, drain, bus bay etc as per drawing and technical specification using High Strength approved quality Cement and coarse granite aggregate conforming to Table 1000-1 with formwork as per Section 900,1000,1500,1700 & 2100 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. | | | |
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| 44 | 28.01 | Retaining wall | | 836.55 | Cum |
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| 45 | 28.02 | Median Drain | | 142.41 | Cum |
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| 46 | 28.03 | Drain wall, Cover Slab, Bus shelter | | 325.22 | Cum |
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| 47 | 28.04 | Box culvert foundation | | 463.21 | Cum |
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| 48 | 29 | Providing and laying Reinforced cement concrete of grade M-20 in Sub-structure of CD works, retaining wall etc as per drawing and technical specification using High Strength approved quality Cement and coarse granite aggregate conforming to Table 1000-1 with formwork as per Section 900,1000,1500,1700 & 2200 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. | | | |
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| 49 | 29.01 | Retaining wall | | 621.08 | Cum |
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| 50 | 29.02 | Box Culvert | | 355.59 | Cum |
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| 51 | 30 | Providing and laying Reinforced cement concrete of grade M-20 in Super-structure of CD works etc as per drawing and technical specification using High Strength approved quality Cement and coarse granite aggregate conforming to Table 1000-1 with formwork as per Section 900,1000,1500,1700, 2200 & 2300 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. | | | |
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| 52 | 30.01 | Box Culvert Deck slab | | 162.73 | Cum |
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| 53 | 31 | Providing and laying Reinforced Cement Concrete of Grade M-20 in approach slab including cost of reinforcement as per drawing and technical specification using High Strength approved quality of Cement as per Section 900,1000, 1500,1600, 1700,2300 and Clause No. 2704 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. | | 145.08 | Cum |
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| 54 | 32 | Providing and laying Reinforced cement concrete of grade M-25 in foundation of bridge work using 20mm and down graded as per drawing and technical specification using High Strength approved quality Cement and coarse granite aggregate conforming to Table 1000-1 with formwork as per Section 900,1000,1500,1700 & 2100 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. | | 969.96 | Cum |
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| 55 | 33 | Providing and laying Reinforced cement concrete of grade M-25 in Sub-structure using 20mm and down graded as per drawing and technical specification using High Strength approved quality Cement and coarse granite aggregate conforming to Table 1000-1 with formwork as per Section 900,1000,1500,1700 & 2200 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. | | | |
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| 56 | 33.01 | Abutment & Pier shaft/ Abutment & Pier Cap/ Return wall/ Fly Wing | | 944.28 | Cum |
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| 57 | 34 | Providing and laying Reinforced cement concrete of grade M-35 in super-structure of bridge work etc as per drawing and technical specification using High Strength approved quality Cement and coarse granite aggregate conforming to Table 1000-1 with formwork as per Section 900,1000,1500,1700 & 2300 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. | | 692.55 | Cum |
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| 58 | 35 | Supplying ,Cutting, Bending, Binding, Straightening, Placing HYSD bars confirming to grade I.S.1786-1985 (Fe-500) in CD work, retaining wall, bridge work etc as per drawing and technical specification and as per Section.900, 1000, 1600,2100, 2200 & 2300 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. | | 605.18 | MT. |
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| 59 | 36 | Providing and laying Reinforced Cement Concrete of Grade M-30 in wearing coat including reinforcement complete as per drawing and technical specification using High Strength approved quality of Cement as per Section 900,1000, 1500, 1600,1700,2300 and Clause No. 2702 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. | | 131 | Cum |
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| 60 | 37 | Providing and laying Reinforced Cement Concrete of Grade M-25 in approach slab of minor bridge including cost of reinforcement as per drawing and technical specification using High Strength approved quality of Cement as per Section 900,1000, 1500,1600, 1700,2300 and Clause No. 2704 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. | | 75.6 | Cum |
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| 61 | 38 | Providing reinforced cement concrete crash barrier of M-40 grade with HYSD reinforcement confirming to IRC-21 and dowel bars 25mm dia, 450mm long at expnasion joints filled with premoulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure of MOST Circular No. RW-NH-33022-1-94-DO-III dtd.24 June 1994 as per dimension in the approved drawing and location as per Clause 811 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. | | 314.54 | Rmt. |
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| 62 | 39 | Providing, laying and fixing in position reinforced cement concrete 300mm dia NP4 hume pipes for culverts on first class bedding of granular materials including pointing ends fixing collars with cement mortar 1:3 for finished item of work as per Section 1000 & 2900 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. | | 125 | Rmt. |
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| 63 | 40 | Providing, laying and fixing in position reinforced cement concrete 1000mm dia NP4 hume pipes for culverts on first class bedding of granular materials including pointing ends fixing collars with cement mortar 1:3 for finished item of work as per Section 1000 & 2900 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. | | 75 | Rmt. |
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| 64 | 41 | Back filling behind abutment, wing wall and return wall complete with granular materials(sand) as per IRC-78 levelling and watering compacting in layers as per drawings and section 2200,of Technical Specification for Road & Bridge works MoRTH (5th revision) and as per instruction of Engineer in charge. | | 2613.64 | Cum |
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| 65 | 42 | Providing& fixing PVC pipe 100mm dia having working pressure not less than 4 kg/ cm squire duly approved in drainage spouts with all costs, and all operations contingencies, incidentals involved in the finished defect free item of work as per Drawings & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. | | 16.2 | Rmt. |
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| 66 | 43 | Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and verticial movement of 2mm, depth of joint varying from 75mm to 100mm, width varying from 500mm to 750mm (in traffic condition), covered with a closure plate of 200mm x 6mm of weldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and Clause 2608 of MoRT&H specifications for Road & Bridge works, (5th revision) & as directed by Engineer in charge. | | 144 | Rmt. |
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| 67 | 44 | Providing and fixing drainage spouts (grated holes) in deck slab with 100 mm diameter G.I pipe with MS grating complete for finished item of work as per approved drawing and technical specifications as per Clause 2705 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. | | 38 | No. |
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| 68 | 45 | Providing weep holes in retaining wall, bridge & CD work etc with 100mm dia PVC pipe as per approved drawing and technical specifications as per Section 2200, 2700 (Clause 2706) of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. | | 792.38 | Rmt. |
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| 69 | 46 | Providing, fitting and fixing anchor bars as per drawing with 25mm to 32mm dia of 3.00 meter long to the foundation of piers/abutment to the required depth in all types of rock after drilling holes, grouting with epoxy cement or cement mortar in required proportion as per approved drawing and technical specifications as per Section 1200 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-charge including cost conveyance with all leads and lifts and T&P and all other machineries with cost of all labour etc. required for the work complete in all respect as directed by the Engineer-in-charge (Including cost of steel). | | 720 | No. |
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| 70 | 47 | Providing and fixing tar paper bearing in required position below deck slab over pier cap and abutment cap etc complete as per approved drawing and technical specifications as per Section 900,1000, 2000 & 2200 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. | | 120.24 | Sqm |
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| 71 | 48 | Providing and fixing guard posts of 1.00metre length and 15 cm diameter with RCC (1:2:4) and using steel of 7.5Kg per each guard post including cost of all reinforcement and material complete for finished item of work as per section 900, 1000, 1500, 1600 & 1700 of MORT&H Specifications for Road & Bridge works (5th Revision) and direction of the Engineer-in-Charge. | | 57 | No. |
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| 72 | 49 | Supplying, providing and fixing chequered tiles of approved quality, on prepared concrete surface with 12 mm thick cement mortar 1:3 jointed with neat cement slurry mixed with pigments to match the shade of the tiles including rubbing and polishing complete including cost conveyance of all materials, labour, and (T&P) required for the work etc comple and as per direction of Engineer in charge. | | 308.6 | Sqm |
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| 73 | 50 | Painting two coats with synthetic enamel paint of approved quality on new concrete surface at any elevation including cost of painting , all materials, T&P required for the work complete for the finished item of work as per technical specifications as per Section 800 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. | | 7383.3 | Sqm |
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| 74 | 51 | Rough stone dry packing in aprons and revetments, stone pitching in slopes and boulder apron etc with hard stone of size 30 cm and above and weighing not less than 40Kg as per approved drawing and Section 2500 (Clause 2504) of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. | | 1568.98 | Cum |
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| 75 | 52 | Providing and laying P.C.C M-15 with 30% flat stone of 150mm thick embaded in rigid apron of bridge work etc as per approved drawing and technical specifications as per Section 900, 1000, 1500, 1700, 2100 & 2500 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-charge. | | 529.47 | Cum |
|---|
| 76 | 53 | Gravel backing to aprons & revetments and providing filter material using gravel underneath pitching in slopes as per approved drawing and technical specifications as per Section 900, 1000 & 2500 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. | | 267.61 | Cum |
|---|
| 77 | 54 | Providing and laying of filter media/ metal spall backing in the rear side of retaining wall,abutment, wing wall etc using hard broken granite stone aggregate to the required thickness with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment and retaining wall/ wing wall of CD/ bridge works etc to the full height compacted to a firm condition complete as per approved drawing and technical specifications as per Section 900, 1000 & 2500 (Clause 2504.2.2) of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. | | 1428.73 | Cum |
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| 78 | 55 | Construction of Brick work with Fly Ash bricks 23 cm x 11 cm x 8 cm size having crushing strength not less than 75 kg/cm2 with dimensional tolerance +- 8% with cement mortar 1:4 in foundation and plinth. All bricks shall be laid in English bond even and true to line in accordance with the drawings as per Section 1300 of Technical specification for road and bridge works MoRTH (5th revision) and as direction of Engineer in charge. | | 17.63 | Cum |
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| 79 | 56 | Dismantling of Rubble stone masonry in cement mortar including T&P and scaffolding wherever necessary, sorting the dismantling materials, disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead upto 1000 mtr. as per Clause No.202 of MoRT&H specifications for Road and Bridge works (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. | | 984.78 | Cum |
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| 80 | 57 | Dismantling of Prestressed/ Reinforcement Cement Concrete grade M-20 & above including T&P and scaffolding wherever necessary, sorting the dismantling materials, disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead upto 1000 mtr. as per Clause No.202 of MoRT&H specifications for Road and Bridge works (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. | | 186.27 | Cum |
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| 81 | 58 | Providing and applying 12mm. thick cement plaster on brick work at all heights in cement mortar (1:6) including watering and curing, rounding of corners with cost, conveyance, royalties and of all materials and cost of all labour, scaffolding, sundries and T&P. etc. required for the work etc. complete as directed by the Engineer in charge. | | 64.8 | Sqm |
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| 82 | 59 | Providing two coats water proofing cement paint over a coat of cement wash of approved shade on concrete surface etc including cost of cement paint , all materials, T&P required for the work complete for the finished item of work as per technical specifications as per Section 800 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. | | 1349.34 | Sqm |
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