| 1 | 1 | Construction of granular sub-base by providing coarse graded material grading-II, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per technical clause\n401 of MORT&H specifications\n | Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm. layers with compaction including disposal of all surplus soil as directed within a lead of 30 metres. | 90.1 | cum |
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| 2 | 2 | Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications\n | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) | 60.08 | cum |
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| 3 | 3 | Providing and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rate of 0.40 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications\n | Cement concrete 1:4;8 with stone ballast using concrete mixer volumetric type. | 9826.32 | sqm |
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| 4 | 4 | Providing and laying patch work with bituminous macadam 50mm to 75mm thick using crushed stone aggregates of specified grading premixed with bituminous binder VG 30 @ 3.4% in continuous type hot mix plant, , laid after trimming the pot hole, removal of failed material, laying by suitable means and rolling with a smooth wheeled roller to match the adjoining surface complete as per technical clause 504 of MORT&H specifications | First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth. | 245.66 | cum |
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| 5 | 5 | Providing and laying patch work with close-graded premix surfacing material of 20 mm thickness Type B using penetration grade bitumen VG 30 @ 1.9kg per sqm and crushed stone aggregates of specified grading after trimming the pot hole, removal of failed material, including mixing in a batch type hot mix plant, laying by suitable means and rolling with a smooth wheeled roller to match the adjoining surface complete as per technical clause 512 of MORT&H specifications\n | Reinforced cement concrete M-20 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. | 4913.16 | sqm |
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| 6 | 6 | Laying of a stress absorbing membrane over a cracked road surface after cleaning the road surface, using modified binder CRMB-55 complying with clause 521 @ 0.90kg per sqm and crushed stone aggregates of specified grading, spraying binder and spreading crushed stone aggregates, sweeping the surface for uniform spread of aggregates complete as per technical clause\n522 of MORT&H specifications (Stress Absorbing Membrane crack width less than 6mm) | Damp proof course 4 cm thick of cement concrete 1: 2: 4 with two coats of bitumen 20/30 penetration @ 1.65 kg per sqm laid hot and sanded. | 12330 | Sqm |
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| 7 | 7 | Earth Work in excavation in ordinary soil,exclusive compensation of earth work undressed with a combined lead upto 15 mtr including breaking of clods . | Damp proof course 4 cm thick of cement concrete 1: 2: 4 with two coats of bitumen 20/30 penetration @ 1.65 kg per sqm laid hot and sanded. | 2370 | cum |
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| 8 | 8 | Dressing of earthen berms complete as per pwd specifications | 20 mm thick cement plaster in damp proof course 1:3 with two coats of bitumen at 1.65Kg. Per sqm laid hot and sanded Vertical | 47400 | Sqm |
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| 9 | 9 | First Class burnt brick work laid in cement sand mortar 1:5 in in first storey upto 4 merters above plinth level. | First class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level GROUND FLOOR | 4.97 | cum |
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| 10 | 10 | 12.5mm thick cement plaster in cement mortar 1:4 | 115 mm thick brick wall with every fourth course reinforced with hoop iron laid in 1 :4 cement sand mortar in super structure. GROUND FLOOR | 28.8 | sqm |
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| 11 | 11 | Painting of 5 k.m stones in one coats | Centring and shuttering for sides and soffits of beam, beams launchings girders bressumers, lintels GROUND FLOOR | 4 | each |
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| 12 | 12 | Painting of k.m stones in one coats | Reinforced cement con crete M-20 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in supersturcture.(Ground Floor) | 19 | each |
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| 13 | 13 | Painting of 200m stones in one coats | Reinforced cement concrete M-20 mechanicaly batch mixed using batch type con crete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in supersturcture.(Ground Floor) | 190 | each |
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| 14 | 14 | Construction/Repair of Retaining Wall 8 feet height complete as per standard design and PWD specifications to the entrie satisfaction of the Engineer Incharge. Complete in all respect as per detail analysis | | 26 | mtr |
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| 15 | 15 | Heritage and cultural Cess @ 1% | | 3.91778e+06 | Percent |
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