Name of Work:- Constructioon of PCC Road From Ararua More to Jaggu Chouk. At Ward no.9 Araruakhurd
Sl. No.
Item Description
1
Earthwork 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
Granular Sub-base with coarse Graded Material (Table-GSB Analisys) Construction of granular sub-base by providing close graded material. Spreading in uniform layers with motor graded on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density complete as per clause 401 With Grading-I Material S.O.R Item No 4.01 B (i)
3
Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete.
4
Providing P.C.C. M -15with nominal mix of (1:2:4) 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
Filling the foundation trenches and plinth in layer not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from cutting within a lead of 50M and lift of 1.5M all complete as per building specification and direction of E/I. (Mode of measurement compacted volume)
6
Carriage of Material
7
(i)Cement - 5KM
8
(ii)Sand - 12 KM
9
(iii)Chips - 20 KM
10
(iv)GSB grading I
11
G.S.T 18%
12
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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