Name of Work:- Construction of Paver Block on Both side of Road from Ararua more to Jaggu chauk at ward no 9 Araruakhurd
Sl. No.
Item Description
1
EARTH WORK IN EXCAVATION in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance up to 50 M. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l.
2
Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including' cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l
3
Providing designation 75B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/l.
4
Providing P.C.C. M -20with nominal mix of (1:1.5:3) in foundation with approved quality of stone chips 20 mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/l.
5
Providing and laying factory made cc paver block of different sape /size in footpath ,lawn,light trrafic area and parking of 80mm thick over 50mm thick bed of sand compacted do -do all comp job etc.
6
Earth filling in foundation trenches and plinth in layers not exceeding 150 mm. thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation frenches within a lead of 50 M. and lift of 1.5 M all complete as per building specification and direction of E/l (Mode of measurement compacted volume).
7
Carriage of Material
8
(i)Cement - 5KM
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(ii)Sand - 12 KM
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(iii)Chips - 20 KM
11
(iv)Brick - 8 KM
12
G.S.T 18%
13
L.C 1% Construction of granular sub-base by providing closed 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 powre roller to acheive the desire density complete as per clause 401 1:2:4 (1 cement : 2 coarse sand (zone- III) : 4 graded stone aggregate 20 mm nominal size) Filling in foundation trenches and pilinth layers not exceeding 150 mm thick well water, ramming, Fully compacted and fine dressed with earth obtained doctors after cutting with in a lead 50 mtr and lift of 1.5 mtr as per building specification and direction of E/I ................... Please Enable Macros to View BoQ information
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