Name of Work:- yksgke.Mh tksu d{k la[;k 31 lksuk uxj esa {kfrxzLr iqfy;k dh ejEer dk dk;ZA
Sl. No.
Item Description
1
Scrapping of the maxpalt bitumen road etc. all complete.
2
Earth work cutting in or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5m lift and 30 m lead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the engineer-in-charge including royalty 9.00 cum. {Chapter No. 4, S.I. No. 253(a)}
3
Removle of for Nala/Nali in liquid mud or faul position with special T&P including lead 30 m and lift up to 3.00 m etc. all complete
4
Cartage of ballast, Kankar, Coat, Grit or sand etc. including loading and unloading but excluding stacking on pucca roads.up to 8 Km distance
5
Providing of bandha for diversion of nala etc. all complete. (NS)
6
Providing of 32HP diesel pump for dewatering of nala with pump, driver etc. all complete. (NS)
7
Providing and laying cement concrete in 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form work in foundation and floors. (DSR SN-4.1.10)
8
R.C.C. work Providing and laying in position specified grade of R.C.C. Raft foundation, including the cost of centering, shuttering, finishing and excluding reinforcement. All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) (Chapter 5 S.I. No. 5.1.4)
9
R.C.C. work with cement approved coarse sand and 2cm (3/4) gauge approved stone ballast in the proportion 1:1.5:3 (1 Cement : 1.5 Coarse Sand : 3 Stone Grit) in R.C.C. column. (SI No. 289)
10
R.C.C. work with cement approved coarse sand and 2cm (3/4) gauge approved stone ballast in the proportion 1:2:4 in heavier beam, R.C.C. Wall and windows excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 BWGI binding wire and including necessary centering and shuttering etc. and also including supply of all materials labor and tools and plants etc. required for proper completion of the work. Strength of the concrete shall not be less than M-150 (SI No. 286)
11
Mild Steel or iron in plain work such as reinforced concrete or reinforced brick work (When not included in and an overall rates) brought to required shape as necessary including bending for proper completion of the work and including supply of steel, its wastage bend hooks and authorized over lapping shall be measured up to floor two level. (10 mm to 12mm tor (TMT Bars).
12
Providing and fixing of barricading of 100mm average ballies with in a distance of 1.50 meter for 3 rows of 3Q. 3 Nosof cross ballies, two supporting ballies of 3 meter ballies and 2 Nos perpendicular ballies tie with moonj rope including supply of all material such as ballies rope T&P required for proper completion of work and also including labour component (material will be property of contractor after dismantling).
13
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