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| 1 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading grading to required slope and compacting to meet requirement of table 300-2 up to 10 k.m. MORT&H-305 removal of rubbish up to a distance of 50M. Out side the periphery of area cleared. UPPWD SOR-2020/259 |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including geting out and disposal of excavated earth lead upto 50 m and|lift upto 1.5 m, as directed by Engineer-in-charge. |
| 3 | Extra for compaction of earth work in embankment under |optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). |
| 4 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm. 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 lead upto 50 metres. UPPWD SOR-2020/ 16.1 |
| 5 | Grangular Sub-BASE with Coarse Graded Material(400-1) A.Plant Mix Method construction of grnular sub- base by providing close graded material ,mixing in mechanical mix plant at OMC Carriage of mixed material to work at site spreading uniform layers with motor grader on prepared sursace and compacting with vibrator rollar to achieve the desired density,complete as per clause 401 for grade-I MATERIAL. (UPPWD/SOR-2020/AR/YEIDA) |
| 6 | Providing ,Laying ,Spreading & compcting 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 / bace course on well prepared surface & compacting with vibratory roller of 8 to 10 tonne capacity to achieved the desired density as per technical specification clause 406 . (UPPWD/SOR-2020/AR/YEIDA) |
| 7 | Providing and applying primer coat with VG-10 on prepared surface of granular base including clearing of road surface and spraying primer at the rate 0.70 kg/SQM using mechanical means. MORTH/502(UPPWD/SOR-2020) |
| 8 | Providing and applying tack coat using VG-10 conforming to IS: 8887, using pressure distributer including preparing the surface &cleaning with mechanical broom. On W.B.M / W.M.M. @ 0.25kg/sqm. Vg-10. (UPPWD/SOR-2020/AR/YEIDA) |
| 9 | Providing, Laying and rolling of close graded premix surfacing material of 20mm thickness composed of 11.2mm to 0.09mm (Type-A) or 13.2mm to 0.09mm (Type-B) aggregates using penetration grade bitumen Crmb55 to the 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 smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade. Mechanicals means using HMP of appropriate capacity not less than 75 tonnes/hour. UPPWD SOR-2020 CRMB 55 |
| 10 | Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. With bricks of class designation 150 SOR-20/16.7.1 |
| 11 | Providing and carting of following dia Rcc hume pipe s&s NP-3 class |& specials in site of work lowering the same into trenches in depth upto alignment jointing with 1:2 cement mortar in coarse sand including excation of earth below invert level of pipe. 250mm Np3 pipe |
| 12 | Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diamneter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size ) i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse) UP PWD SOR/18.33.1 |
| 13 | Earth work in excavation in orninary soil in all type of foundation |trenches including dressing of sides and ramming of bottoms lift upto 1.5 M including getting out the excavated soil and the disposal of Surplus excavated soil as directed within a lead of 50 M |Depth from 0.0 to 1.5 M below G L |
| 14 | Cement concrete with 4cm guage approved stone ballast ,coarse sand& cement in the proportion of 8:4:1 including supply of material labour tools & plants etc required for proper compltion of work. SOR- 20/4.1.8 |
| 15 | Brick work with brick of class designationm-150 in foundation and plinth in cementmorter 1:4 (l cement; 6coarse sand) |SOR-20/ P-99/ 6.1.1 |
| 16 | 12 mm cement plaster finished with a floating coat of neat cement of mix: 1:6 (1 cement: 6 coarse sand) UP PWD SOR 2020/DSR- 18/13.4.2 |
| 17 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement: 3 coarse sand) including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than Smm) including making |drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured |for payment). (Precast C.C. kerb stone shall be approved by Engineer- in-charge). UPPWD SOR-2020/16.69 |
| 18 | White washing with lime to give an even shade: New work (three ormore coats) UPPWD SOR-2020/13.37.1 |
| 19 | 2.5% maintenance of road part (5 years) Please Enable Macros to View BoQ information |