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| 1 | Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular \"pits not exceeding Vi meter (20\") in depth and earth work in embankment to be in 20 Cm. (8\") layers, including ramming and dressing the surface to required levels and slopes and also including 1.5 m. (5 ft) lift and 30 m. (100\") lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m. (100\") distance as directed by the E/I. SI No-253(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) |
| 2 | Excavation in foundation in ordinary soil (loamclay or sand) including lift up to 1.5m and lead up to 30m. and including filling watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth ad directed by the Engineer in charge up to a distance of 30m. from the foundation trenches including all T&P phowarah and basket etc. complete. as per SI no-251 (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) |
| 3 | Construction ofgranular Sub-baseby providing well graded material , spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel rollerto achieve the desired density, complete as perTechincal Specificationclause 401(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) |
| 4 | Providing, laying, spreading and compacting stone aggregates of specific sizes (45-63 mm)to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ 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. WBM Grading-2 as per Technical specification Clause 405(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) |
| 5 | Providing, laying, spreading and compacting stone aggregates of specific sizes (22.4-53mm)to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ 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. WBM Gradeing-3as per Technical Specification Clause 405(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) |
| 6 | Brick edging on both side of road with first class brick 8 cm wide and 12 cm deep laid with mud mortar including all materials, labour T&P etc. complete.(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) |
| 7 | Providing and applying primer coat with bitumen emulsion(SS-1) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg per sqm using mechanical means as per Technical specification Clause 502 (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) |
| 8 | Providing and applying tack coat with bitumen usingpressure distributor at the rate of 0.30 kg per sqm on the prepared non bituminous surface cleaned with hydrolic broomas per temechanical specificatiob clause 503. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) |
| 9 | Providing, Laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emuslion to 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 three wheel 80-100 KN static roller capacity, finished to required level and grades to be followed by seal coat of Type \"C\" as per Tehnical Specification Clause 508(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) |
| 10 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels , grade and cross fall using Type\"C\" as per Technical Specification Clause 510(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) |
| 11 | Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular \"pits not exceeding Vi meter (20\") in depth and earth work in embankment to be in 20 Cm. (8\") layers, including ramming and dressing the surface to required levels and slopes and also including 1.5 m. (5 ft) lift and 30 m. (100\") lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m. (100\") distance as directed by the E/I. For Pateri SI No-253(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) |
| 12 | Excavation in foundation in ordinary soil (loamclay or sand) including lift up to 1.5m and lead up to 30m. and including filling watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth ad directed by the Engineer in charge up to a distance of 30m. from the foundation trenches including all T&P phowarah and basket etc. complete.SI No-251 |
| 13 | Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8km from the site of work and including watering dressing etc. Rate to include cost of all materials, labour and T&P etc. required for proper completion of the work..SI No-255 |
| 14 | Concrete with 4cm. gauge brick ballast, sand of 1.25 F.M. and cement in proportion of 8:4:1 in foundation and under floors including supply of all materials labour and tools and plants etc. required for proper completion for the work. SI No-275 |
| 15 | M-150 brick work in 1:4 cement and sand of 1.25 fineness modulous mortar in foundation and plinth including supply of all material, labour and tools and plants. ect. required for proper completion of work. complete SI No-305 |
| 16 | Struck pointing with cement mortar consisting 1 part cement and 2 parts of sand of 1.25 fineness modulus including supply of all materials labour and T&P etc. required for proper completion of the work. SI No-574 |
| 17 | Providing & laying HP 600 mm diainculidng collars/ spigot jointed with stiff mixture of cement in the proportion of 1:2 (1 cement : 2 find sand) including testing of joints. (as per SE. Letter no-1442/6m-Vns circle/14-15 dt- 28.02.15 |
| 18 | Cement concrete with 2cm. gauge approved stone ballast, approve coarse sand and cement in the proportion of 4:2:1 including supply of all materials, labour and T&P etc. required for proper completion of the work.t as SI No-279b |
| 19 | Colour washing twocoat using approved coloring material of buff, blue gray or brown shade including supply of all materials labour T&P etc. required for proper completion of the work. as SI No-675 |
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