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| 1 | Clearing grass and removal of the rubbish up to a distance of 50m outside the periphery of the area cleared. UPPWD/SOR-2020/2.32/AR |
| 2 | Earth work in excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods watering rolling each layers with 1/2 tonnes roller or wooden or steel rammer and rolling every 3rd and top most layer with roller of maximum 8 tonnes and dressing up in embankments roads, flood banks, marginal banks and guide banks or filling up ground depressions all leads as per MORTH. (AR/YEIDA) for AR/ |
| 3 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 97% of the maximum dry density(proctor density). UPPWD/SOR-2020/16.2 |
| 4 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5cm depth, dressing to camber and consolidating with road roller including making good the undulations etc and re-rolling the grade and disposal of surplus earth lead upto 50m. UPPWD/SOR-2020/16.1 |
| 5 | Supplying and stacking at site. 90mm to 45mm size stone aggregate. UPPWD/SOR-2020/16.3.1 |
| 6 | Supplying and stacking at site. 63mm to 45mm size stone aggregate. UPPWD/SOR-2020/16.3.2 |
| 7 | Supplying and stacking at site. 53mm to 22.4mm size stone aggregate. UPPWD/SOR-2020/16.3.3 |
| 8 | Supplying and stacking at site. Moorum. UPPWD/SOR-2020/16.3.10 |
| 9 | Laying spreading and compacting stone aggregate of specified sizes to WBM specifications including spreading in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate watering and compacting to the required density. UPPWD/SOR-2020/16.4 |
| 10 | Providing and applying tack coat using bitumen emulsion conforming to IS 8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom on WBM/WMM@ 0.25kg/sqm. UPPWD/SOR-2020 |
| 11 | Close Graded Premix Surfacing/Mixed Seal Surfacing Mechanical means using HMP of appropriate capacity not less than 75 tonnes/hour Providing, laying & rolling of clsoe-graded premix surface material of 20mm thickness composed of 11.2mm to 0.09mm (type-a) or 13.2mm to 0.09mm (typa-b) aggregates using penetration grade bitumen 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. MORTH-512/UPPWD/SOR-2020 |
| 12 | Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. With common burnt clay F.P.S (non modular ) bricks of class designation 7.5 UPPWD/SOR-2020/16.7.1 |
| 13 | 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 1.50m below GL true to alignment jointing with 1:2 cement mortar in coarse sand including excavation of earth below invert level of pipe.250mm dia/UPPWD/SOR-2020 |
| 14 | Costumobin Mansory Chamber of size 60x60x75cm for drainage pipe under footpath including providing cement concrete 1:3:6 (1 cement: 3coarse sand: 6 graded stone aggregate 20mm nominal size) for shape of bell mouth including plastering providing and fixing precast R.C.C./ S.F.R.C. slab including plastering with cement mortar 1:3 (1 cement: 3 fine sand) of 6mm thickness on exposed surface of the slab & bell mouth including centring, shuttering & neat cement punning inside the bell mouth etc. all complete.UPPWD/SOR-2020/18.36.1 |
| 15 | The routine maintenance of road work including embankment,Patri,road sides etc to the required standards and in the manner as defined in CB condition and keep the entire road surface and structure in defect free condition during the entire maintenance period which begins from the actual completion date and ends after five years including cost of materials T&P labouress etc,but excluding cost of GST For 2nd Year maintenance cost ( Sum of item no 1 to 13 = 30200614.94x0.0025=75501.54). |
| 16 | The routine maintenance of road work including embankment,Patri,road sides etc to the required standards and in the manner as defined in CB condition and keep the entire road surface and structure in defect free condition during the entire maintenance period which begins from the actual completion date and ends after five years including cost of materials T&P labouress etc,but excluding cost of GST For 3rd Year maintenance cost ( Sum of item no 1 to 13 = 30200614.94x0.0050=151003.07). |
| 17 | The routine maintenance of road work including embankment,Patri,road sides etc to the required standards and in the manner as defined in CB condition and keep the entire road surface and structure in defect free condition during the entire maintenance period which begins from the actual completion date and ends after five years including cost of materials T&P labouress etc,but excluding cost of GST For 4th Year maintenance cost ( Sum of item no 1 to 13 = 30200614.94x0.0075=226504.61). |
| 18 | The routine maintenance of road work including embankment,Patri,road sides etc to the required standards and in the manner as defined in CB condition and keep the entire road surface and structure in defect free condition during the entire maintenance period which begins from the actual completion date and ends after five years including cost of materials T&P labouress etc,but excluding cost of GST For 5th Year maintenance cost ( Sum of item no 1 to 13 = 30200614.94x0.010=302006.15). Please Enable Macros to View BoQ information |
