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| 1 | Dag belling 15cm (6) deep in one line aligned with flage and jhandles and directed by E/I as per PWD SI. No. 760 SOR-2017 |
| 2 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. AR-3 |
| 3 | Granular Sub-Base with close graded material (Table:- 400-1) (GSB) Plant Mix Method Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per morth specification clause 401 |
| 4 | Wet Mix Macadam (G.B.)/W.M.M. Providing and Laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per month specification clause 406. |
| 5 | Prime Coat (P.C.) 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 0.85 kg/sqm using mechanical means complete as per morth specification clause 502 |
| 6 | Tack Coat (T.C.) Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.275 kg/sqm on the prepared granular surface treated with primer, as required for proper completion of work, complete as per morth specification clause 503 |
| 7 | Dense Graded Bituminous Macadam (D.G.B.M.) Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading. Premixed with bituminous binder @ 4.5 percent by weight of total mix and filler, 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 trandem rollers to achieve the desired compaction as per morth specification clause 507 complete in all respects. |
| 8 | Tack Coat (T.C.) Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg/sqm on the prepared bituminous surface as required for proper completion of work, complete as per morth specification clause 503 |
| 9 | Bituminous Concrete (B.C.) Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates specified grading, premixed with bituminous binder @ 5.4 percent of mix and filler, 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 tandem rollers to achieve the desired compaction as per MORTH specification clause 509 as required for proper completion of work. |
| 10 | Brick edging on both side of the road M-150 bricks 7cm wide 11cm deep, laid with mud mortar including labour & supply of brick finished to the required template and in proper alignment and also including dressing and ramming the excavated earth as directed by the E/I (SI.NO. 765) SOR-2017 |
| 11 | Brick soling with straingth over burnt bricks laid on edge and dry with brick edging on both sides including preparation of subgrade to prescribed camber and including supply of bricks, filling joints with local earth of P.I. 5 to 7, spreading binding coat 1 cm (3/8\") depth of local earth over the entire surface and including supply of all materials, labour, T&P etc. required for proper completion for the work. (SI. No. 762b)SOR-2017 |
| 12 | Plain CementConcrete with4 cm gauge approved stoneballastcoarse sand&cement in the proportion of 8 : 4 : 1in foundation and under floorsincluding supply of all materials,labour. Tools&plantsetc requiredforproper completion of the work. {S.I.No.(281) SOR 2020 |
| 13 | Class 150 brick work in 1:6 cement and coarse sand of (1.75-2.00) fineness modulusmortar in foundation and plinth includingsupply of all material labour T&Petc erquired for proper completion of work.(SI.No.303+(305a-305) SOR-2020 |
| 14 | Class 150 brick work in 1:4 cement and coarse sand of (1.75-2.00) fineness modulusmortar in foundation and plinth includingsupply of all material labour T&Petc erquired for proper completion of work. (SI.No.305a) SOR-2020 |
| 15 | Providing & Laying at or near ground level Factory made kerb stone of approved drawing & design (size 37.50x15.00x30.00 cm) M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 in cement& coarse sand, including making joints with or without grooves (thickness of joints except at sharp curve shall not be more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edgeing shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-Charge). |
| 16 | Painting or varnishing work in small areas or new wood work with one coat (upto one squre metre of ready mixed priming paintandtwocoatof approvedsuperior quality readymixed paint orvarnishincludingsupplyofallmaterials , labour,Tools & Plants etc. required for proper completion of the work. Paint to be used should confirm the SOR 2020 (SI No641+642) |
