| 1 | 1 | Earthwork for embankment (hearting/ casing) using selected soil from approved borrow areas in layers of 250 to 300 mm (before compaction) including cost of all materials, machinery, labour and dressing, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting to achieve maximum dry density using sheep foot roller/vibratory compactors etc. Complete.\n | | 5248.65 | Cum |
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| 2 | 2 | Granular Sub-base with Well Graded Material (CBR>30 or more) (Table:- 400-1 & Table 400-2) Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR >30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification. | | 252 | Cum |
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| 3 | 3 | Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per clause 404 of specification : Grading- I (63 to 45mm) : Using Screening Type-B (11.2mm Agg.). | | 126 | Cum |
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| 4 | 4 | Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per clause 404 of specification : Grading- II (53 to 22.4mm): Using Screening Type-B (11.2mm Agg.) | | 126 | Cum |
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| 5 | 5 | Construction of Shoulders with approved material/selected soil i/c excavation all lifts & leads i/c grading to required slope & camber of 4% and compacting using vibratory roller of 80 to 100 kN static weight to meet requirement as per relevant clause of 400 : Hard Shoulders (CBR value >12). | | 43.2 | Cum |
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| 6 | 6 | Prime coat: Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per clause 502 of specifications. | | 1200 | Sqm |
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| 7 | 7 | Providing and applying tack coat with catonic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications : @0.30 kg per sqm (dry & hungry bituminous surfaces /granular surfaces treated with primer) | | 1200 | Sqm |
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| 8 | 8 | Bituminous Macadam Providing and laying bituminous macadam using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction and as per clause 504 of specifications : Using Batch Mix Plnt of appropriate capacity and Paver finisher Hydraustatic with Sensor.:for GradingII(19 mm nominal size) bitumen content\n3.5% | | 72 | Cum |
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| 9 | 9 | Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using HMP of appropriate capacity not less than 75 tonnes /hour.) Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) or 13.2 mm to 0.09 mm (Type-B) aggregates using penetration grade bitumen to the 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 Smooth wheeled roller 8-10 tonne capacity & finishing to required level and grade all complete as per clause 508 of specifications : with 60/70 butumen (VG-30). | | 1200 | Sqm |
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| 10 | 10 | Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. as per relevant clauses of section 300 & 2100 in : Ordinary soil: Manual Means:upto 3 m depth. | | 135.13 | Cum |
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| 11 | 11 | Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. as per relevant clauses of section 300 & 2100 in : Ordinary rock (not requiring blasting): Manual Means: Depth upto 3 m | | 51 | Cum |
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| 12 | 12 | Providing Plain cement concrete M-15 nominal mix in foundation as per relevant clauses of sections 1500, 1700 and 2100. | | 24.28 | Cum |
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| 13 | 13 | Providing P.C.C. M-15 Nominal mix for hume pipe culverts in foundation and sub structure etc. as per drawing and as per relevant clauses of section 1500, 1700, 2100 and 2900. | | 2.4 | Cum |
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| 14 | 14 | Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row. Providing and Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding of granular material (cost of bedding included) in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. : 1000 mm dia. | | 24 | Metre |
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| 15 | 15 | Providing and laying M-20 grade Plain Cement Concrete design mix using graded aggregate, clean, hard including cost of all materials, machinery, labour, formwork, centring, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing, packing joints of shuttering etc. Complete. Using aggregate of maximum size : 20 mm. | | 25.72 | Cum |
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| 16 | 16 | Providing and laying M-20 grade Reinforced Cement Concrete design mix using graded aggregate, clean, hard including cost of all materials(excluding cost of providing and placing reinforcement steel/bars ), machinery, labour, formwork, centring, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing, packing joints of shuttering etc. Complete. Using aggregate of maximum size:- 40 mm\n | | 198.86 | Cum |
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| 17 | 17 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications : Random Rubble Masonry. | | 61.2 | Cum |
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| 18 | 18 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification | | 193.89 | Cum |
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| 19 | 19 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications : Stone/Boulder | | 436.25 | Cum |
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| 20 | 20 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications and as per relevant clauses of section 1600. | | 6.6 | Tonne |
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| 21 | 21 | Provdiing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with : RCC Grade M20 | | 16.5 | Cum |
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| 22 | 22 | Tubular Steel Railing on Medium Weight steel channel (ISMC series) 100 mm x 50 mm Providing, fixing and erecting 50 mm dia steel pipe (weighing 3.56 kg per mts.) railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings. | | 280 | Metre |
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