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| 1 | Construction of embankment with approved material obtained from borrow pitswith a lift upto 1.5 m.transporting to site, spreading, grading to required slope and compacting to meet requirement of table No. 300.1 & 300.2 with lead upto 1000 m as per Technical Specification Clause 301.50 |
| 2 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at O.M.C.and compacting with vibratory roller to achieve the desired density for Grading 1 as per MORD Specification complete as per clause 401 |
| 3 | Water Bound Macadam Grading-II Providing, laying, spreading and compacting stone aggregates of 63-45 mm sizes to water bound macadam G-2 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 requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density for Grading 2 as per Technical Specification clause -405 (2)A |
| 4 | Water Bound Macadam Grading-III Providing, laying, spreading and compacting stone aggregates of 53-22.4 mm sizes to water bound macadam G-3 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 requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density for Grading 3 as perTechnical Specification clause -405(3)A |
| 5 | Brick edging on both side of the road of first Brick class M 150 8 cm wide and 12 cm deep laid with mud mortorincluding labour & supply of brick finished to required template and in proper alignment and also including dressing and ramming the excavated earth as directed by the E/I. of the work includkng material, all labour, T&P etc. for proper completion of work. |
| 6 | 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 0.70 kg/sqm using mechanical means as per Technical specification clause - 502(I) |
| 7 | Providing and applying tack coat with bitumenusing bitumen pressure distributor @ 0.30 Kg/Sqm.on the prepared bitumin surface cleaned with hydralic broom, As per MORD specification 503 |
| 8 | Providing, laying and rolling of open - graded premix surfacing of 20 mm compacted thicknesswith 13.2 mm crushed stone grit@ 0.18cum/10sqm and 11.2 mm size crushed stone grit @ 0.09cum/10sqm from approved quarry and bitumen @ 1.46Kg/sqmto required line, grade and level to serve as wearing course on a previously prepared base,mixing in a suitable plant or by mixall, laying and rolling with a smooth wheeled roller 8-10tonne capacity, finished to required level and grades, including cost of material, labour, plant, machinery and T&P, all taxes.including complete as per MORD Specification No.508(II) |
| 9 | Providing and laying seal coat type-C sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using 6.5 mm crushed stone grit @ 0.09cum/10sqm from approved quarry and bitumen/emulsion @0.65kg/sqm including cost of material, labour, plant, machinery, mixall and T&P, all taxes includinglabour etc. complete as per MORD Specification No.510(ia) |
| 10 | Construction of Construction Of Subgrade and Earthen Shoulers with approved material obtained from borrow pitswith all lift and leads transporting to site, spreading, grading to required slope and compacting to meet requirement of table No.300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 |
| 11 | Earth in excavation in trenches for foudation in ordinary soil including lift upto 1.5 m lead upto 50 m. and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer-in-charge within a distace of 50m. SI |
| 12 | Concrete with 4 cm. gauge Stoneballast, Fine 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 T&P etc. required for proper completion of the work. SI no. 281 |
| 13 | Plain cement concrete 1:3:6 nominal mix in foundation with brick ballast 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. Sl.No. 2100 Including labour cess & Royality but exluding GST |
| 14 | Supply and Laying of H.P. NP3Including cartage upto site laying with coller joint filling in cement mortor with Jute, labour T&P etc. 600 mm dia |
| 15 | Supply and Laying of H.P. NP3Including cartage upto site laying with coller joint filling in cement mortor with Jute, labour T&P etc. 350 mm dia |
| 16 | Class 150 Brick masonry work cement mortar 1:4 in foundation complete excluding pointing and plaster as per drawing and Technical specification Clause. 600, 1202 & 1203Including labour cess & Royality but exluding GST |
| 17 | Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications Clause. 613.3 & 1204Including labour cess & Royality but exluding GST |
| 18 | Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications Clause. 613.4 & 1204Including labour cess & Royality but exluding GST |
| 19 | Rate to be quoted without G.S.T. & G.S.T. Shall be Paid extra as per Prevailing rules. |
