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| 1 | Part A -Providing laying, spreading and compactong stone aggregates of specific sizes to water bound macadam specification including speading in uniform thickness, hand packing, rolling with three wheel roller 80-100 KN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. |
| 2 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregates, watering and compacting to the required densitygrading 3 as per Technical Clause 405(4.8-3) |
| 3 | Providing and applying primer coat with Bitumen VG 10 on prepared surface of granular base including cleaning of road surface and spreding primer at the rate of 0.60kg/sqm using mechincal means before Applying prime coat the surface will be cleaned with air compressor and water will also be sprinkled with water tanker to keep the surface Moist. The prime coat will be applied 24 hrs before the application of bituminous course including all Taxes, Material, Labour, T&P etc. required for proper completion of the work. as per MORD Specification No. 502 |
| 4 | Providing and applying Tack coat with bitumenVG-10using bitumen pressuredistriutor at the rate of 0.30kg/sqm on the prepared primed granular/old painted surface, cleaned with Machanical broom including all Taxes, Material, Labour, T&P etc. required for proper completion of the work, as per MORD specification No. 503 (Rates Including of Bitumen VG-10) |
| 5 | Brick edging on both side of the road of M-150 bricks 8cm (3\") wide and 12cm (4 1/2) deep laid with mud nortar including all labour and supply of brick finished to reqired template & ramming the excavated eart as directed by the Engineer-in- Charge. |
| 6 | Providing and Laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent of mix and filter, 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, vibratory and tande, rollers to achieve the desired compaction as per MoRT&H Specifications Clause 509 complete in all respect. |
| 7 | Providing and laying dense graded bitumenious macadam with 100-120 TPH batch type HMP producing and average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 percent by weight of total mix and filler, transeporting 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, vibratory and tandem rolllers to achieve the desired compaction as per MoRT&H Specification Clause 507 Complete in all respects. MORT&H Page no 132 |
| 8 | Part-B Scrapping old white or colour wash including disposal of refuse as directed by Engineer-in-charge within a sistance of 60meters Part-B |
| 9 | Dismaintling of damage Concrate A.C sheet & including stacking of materials asas directed by the Engineer-in- Charge. with in a distance 60 M . SI. No. 701 Part-B |
| 10 | Dismantling existing plaster including disposal of refuse as directed by E/In-charge within a distance of 60 meters (200 feet)SI : 706. Part-B |
| 11 | Dismantling brick work or stone work in line or cement mortar and including stacking of materials as directed by Engineer-in-Charge within a distance of 60 meters (200 feet). Part-B |
| 12 | Dismantling of B.O.E soling/Inter locking tiles Including Stacking of serviceable material and disposal of unserviceable materials within a lead of 50m as per direction of EI/C (Labour only) Part-B |
| 13 | Excavation in foundation in ordinary soil (Loam, clay or sand) including lift up 1.50 M & lead upto 30m including filling watering and ramming of excevated earth upto the trenches or into the space between the building & sides of the foundation trenches orinto the plinth and remocal & disposal or surplus earth as directed by the E/I as upto a distance of 30m from the foundation trenches. (SI 251) Part-B |
| 14 | Concrete with 4cm gauge stone ballast C/sand & cement in foundation & under floor in the proportion of 12:6:1 including supply of all material labour T&P etc. required for proper completion of the work.(SI 273a) Part-B |
| 15 | M-150 brick work in 1:4 cement C/sand of in foundation and plinth including supply of all materials, labour & T&P ect. Required for proper completion of the work.D.S.R. No. 6.1.2 Part-B |
| 16 | Providing and laying in position specified grade of reinforced cement concrete, including the cost of centering, shuttering, finishing and excluding renforcement - All work up to plinth level1:2.4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) DSR No. 5.1.2 (b) Part-B |
| 17 | Reinforced cement concrete work in walls (any thickness), including attached pilasters,buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. including cost of centering, shuttering, finishing and excluding reinforcement 1:1.5:3(1cement :1.5 Coarse sand : 3 graded stone aggregate 20mm nominal size) upto plinth level . Part-B |
| 18 | Mild steel or iron work in plain work such as reinforced concrete or reinforced brick work (When not included in and an over all rates) brought to required shape as necessary including bending for proper completion of the work and excluding the supply of steel and its wastage Bend, hooks and authorized over lapping shall be measured upto floor to level.(Rate as per SAIL). Part-B |
| 19 | Providing and laying in position specified grade of reinforced cement concrete, including the cost of centering, shuttering, finishing and excluding reinforcement - All work up to plinth level :(a) 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal sizeDSR. No. 5.1.2 (a)Part-B |
| 20 | Brick soling with straight overburnt bricks laid edge including preparation of subgrade to required camber and including supply of bricks, filling joints with local earth spreading a blind coat of 1cm(3/8\") depth of local earth P.I. 5 to 7 or sand over the entire surface and(labour only) T&P etc. required for proper completion of work. SI. No. 762 (b) Part-B |
| 21 | CEMENT CONCRETE PAVEMENT(C.C ROAD) construction of un-reinforced plain cement concrete pavement thickness as per design, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M 30 (grade) (1:1.5:3) coarse and fine aggregates conforming to IS 383 maximun size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed side from work (steel channel laying and fixing of 125 micron thick plastic sheet, wedges steel plates including levelling the form work as per drawing) spreading the concrete with shovels, rakes compacted using needle, screed and plate vibrators and finished in continuous opration including provision of contraction and expansion construction joints applying debonding strips primer, sealant admixtures as approved curing concrete slabs for 14 days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification (approved Quarri grit)Part-B |
| 22 | Reinforced cement concrete work in in beams, suspended floors roofs having slope upto 15 landings, balconies, shelves, chajjas, lintles, bands, plaint window sills, staircases and spiral stair cases above plinth level upto floor five level, excluding the cost of centering shuttering finishing and reinforcement with 1:1.5:3 ( 1cement:1.5coarse sand:3 graded stone aggregate 20mm nominal size) Part-B |
| 23 | Providing laying, spreading and compactong stone aggregates of specific sizes to water bound macadam specification including speading in uniform thickness, hand packing, rolling with three wheel roller 80-100 KN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. Part-B |
| 24 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregates, watering and compacting to the required densitygrading 3 as per Technical Clause 405(4.8-3) Part-B |
| 25 | Supply and Fixing 6 mm thick corrugated A.C. sheet with J huck & bitumen washers inculding supply of all material, abours, T&P etc. required for proper completion of work. Part-B |
| 26 | Supply and Fixing 6 mm thick corrugated A.C. ridge with J huck & bitumen washers inculding supply of all material, abours, T&P etc. required for proper completion of work. Part-B |
| 27 | 12mm thick plaster in 1:4 cement and coarse sand mortor over brick work minium thickness not to be less than 10mm including supply of all materials labour and T&P etc. required for proper completion of the work (584 -II) Part-B |
| 28 | Painting two coats over Previously painted old wood and steel surface with superior synthetic enamel such as lux of3 high loss apeolite,superlac,dulux specified burshing to give an even shodeand including cleaning the sufrace of all dirt, dust and other foreign matter sand papering add stopping including cost & all materials labour and T&P etc. DSR 13.61.1 Part-B |
| 29 | Laying of I shaped precast interlocking tiles of thickness 80mm(Rubber molded) Compressive strength not less then 30Mpa and weight 4.50Kg Including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work.Part-B |
| 30 | Excavating, supplying and filling of local earth by mechanical transport upto a lead upto 5Km also including ramming and watering of the earth in layers not exceeding 20 cm in trenchs, plinth, of foundation etc. completePart-B |
| 31 | Finishing walls with Acrylic smooth extoriorpaint (Apex) two coat of approved brand and manufacture and of required shade and undacoreated wall surface to give even shade over @ 1.67 Ltr/10sqm including one coat of primer applid @ 2.20 Ltr/10sqm coat curing and cost of all material, labour, T&P etc. required for proper completion of work for two coat. (SI 35) Part-B |
| 32 | Deductionof M-150 Class Bricks |
| 33 | Deductionof Brick Bats |
| 34 | Maintainance of First Year (@0.00% of Total Work Amount ofPart A |
| 35 | Maintainance of Second Year (@ 0.25% ofTotal Work Amount of Part A |
| 36 | Maintainance of Third Year(@0.50% of Total Work Amount of Part A |
| 37 | Maintainance of Fourth Year (@0.75% of Total Work Amount of Part A |
| 38 | Maintainance of Fifth Year (@1.00% of Total Work Amount of Part A |
