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| 1 | Demolishing reinforced cement concrete Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in -charge. |
| 2 | Demolishing Brick work in cement mortar manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. |
| 3 | Deduction of old bricks. |
| 4 | Deduction of old bricks bats |
| 5 | Earth Work in Excavation ordinary soil including lift up to 1.50 m and lead upto 30.00 m including filling watering and ramming of excavated earth etc all complete as per the direction of engineer in charge. |
| 6 | Earth Work in Cutting or in Embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m in depth earth work in embenkment to in 20 cm layers including remming and dressing the surface to required levels and slops also including 1.50 m lift and 30 m lead. The earth form cutting to be used in making in embekment or to be disposited and spoil banks with in 30 M. distance as directed by the engineer in charge etc all complete as per the direction of engineerin charge. |
| 7 | Scrapping old painted surface including disposal of refused as per directed by the engineer in charge with in distance of 30 meter (100 feet) etc all complete as per specification or direction by engineer in charge. |
| 8 | Disposal of refused material lead up to 8 km distance including loading un loading etc etc all completed as per the direction of engineer - in - charge. |
| 9 | Dewatering/Diversion of water by diesal engine pump including opretor, fuel, required length of flexible pipe for proper disposal of water etc all completed as per the direction of engineer - in - charge. |
| 10 | S/L Concrete (1:6:12) with 40 mm gauge brick ballast ,fine sand of 1.25 f.m and cement in foundation and under floor including all materials,labour,tools, & plant etc all completed as per the direction of engineer - in - charge. |
| 11 | R.C.C work with cement ,approved coarse sand & 2cm gauge approved stone grit in proportions of 1:1.5:3 in lintels of doors &windows excluding supply of reinforcement and its bending ,but including its fixing and binding wire including necessary cantering and shuttering etc .and supply of all materials,labour,tools& plants etc. required for proper completion of the work including cost of binding wire. the rate excludes making of drip course which shall be paid extra etc all complete as per direction of engineer in charge. |
| 12 | S/F M:S (tor steel or plain) in plain work such as R:C:C or R:B work including bending for proper shape as necessary including bending for proper complition of the work and including supply of all steel & wasteage, bend, hooks, and authorised overlappinf shall be measured etc all complete as per direction of engineer in charge. |
| 13 | S/S of 22.4-53mm gauge stone ballast with stacking for measurement etc all complete as per direction of engineer in charge |
| 14 | Supply of screening material with stacking for measurment etc all complete as per direction of engineer in charge |
| 15 | Consoliadtion of stone ballast. |
| 16 | Providing and applying tack coat on bituminious surface @ 0.250Kg/Sqm. Bitumen of grade VG-10, includig heating the bitumen, spraying the bitumen the mechanical operated spary unit fitted on bitumen boiler, cleaning and preparing the exiting road surface as per specifications. |
| 17 | Provinding and laying 50mm average compected thickness bituminoues macadam crushed stone aggregated grading premixed with binder of grade [email protected]% (percentage by weigth of total mix) prepared in batch hot mix plant of 100-120 TPH capacity. Tranported to sire by tippers laid over a previously surface with paver finisher equiped with electronic sencor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem roller as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-charge. |
| 18 | Providing and applying tack coat on bituminious surface @ 0.30Kg/Sqm. Bitumen of grade VG-10, includig heating the bitumen, spraying the bitumen the mechanical operated spary unit fitted on bitumen boiler, cleaning and preparing the exiting road surface as per specifications. |
| 19 | Provinding and laying 25mm average compected thickness semi dence bituminious concrete using crushed stone aggregated grading premixed with binder of grade [email protected]% (percentage by weigth of total mix) and lime filler@ 2% by weigth of aggregate prepared batch hot mix plant of 100-120 TPH capacity. Tranported to sire by tippers laid over a previously surface with paver finisher equiped with electronic sencor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem roller as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-charge. |
| 20 | Construction of un-reinforced dowl jointed at expansion and construction join only 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), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 jmm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and construction joints, applying debonding strips, primer, sealant, approaches near to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using Curing compound (where specified) and water finishing to lines and grade as per drawing and finished with Power Trowel Cum Floter-Trimix Flooring Machine.Technical Specification Clause1501 |
| 21 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator,filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern |
| 22 | Raising manhole cover and frame slab to required level i/c dismantling exiting slab and making good the damage as required (Raising depth of manhole to be paid separately): Circular manhole 140cm dia with circular cover 600mm dia of grade EHD-35 |
| 23 | P/F in position pre-cast RCC manhole cover and frame of required shape and approved quality Circular shape 450mm internal diameter. |
| 24 | Providing and Placing in position 100mm thick precast RCC covers on drain |
| 25 | S/F of Sign Board |
| 26 | S/L Hot applied Thermo Plastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area thick ness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35. the finished surface to be level uniform and free from streak and holes. rates all including of all taxes royality vat etc all t & p /machine material and lobour required for proper complition of work. |
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