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Sl.No.
Item Description
Item Code / Make
Quantity
Units
1
1
Earth work in Excavation in trenches for foundations pipes cable etc in ordinary soil i/c lift upto 1.5m. Lead upto 50m. As per PWD SOR Item no. 251
BI01010001010000000000000515BI0100001113
47.14
cum
2
2
Earth work in embarkment in ordinary soil, i/c all complete of work by 5.0 km cortage
237.15
cum
3
3
Providing and laying cement concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded brick aggregate 40mm. Nominal size) including supply of all materials. Labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation and floors.
BI01010001010000000000000515BI0100001115
15.71
cum
4
4
Class-150 brick work in 1:3 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc.
BI01010001010000000000000515BI0100001116
55.39
cum
5
5
12mm. Thick plaster with cement mortar in proportion of 1:3 cement & c/ sand mortar i/c all
BI01010001010000000000000515BI0100001118
76.95
sqm
6
6
Providing and laying RCC 1:1.5:3 ( 1 cement : 1.5coarse sand : 3 graded stone ballast 20mm. Nominal size) including supply of all materials. Labour and T&P etc. required for proper completion of the work
BI01010001010000000000000515BI0100001119
0.34
cum
7
7
Mild steel work such as reinforced concrete or reinforced brick work as per SOR NO 504
BI01010001010000000000000515BI0100001120
0.53
qtl
8
8
Provind and laying cement concrete 1:2:4 ( 1 cement : 2coarse sand : 4 graded stone ballast 20mm. Nominal size) including supply of all materials. Labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation and floors.
3.98
cum
9
9
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place mathod with rotavator at OMC, and compacting with smooth wheel foller to achieve the desired density, complete as per technical specification clause 401
24.83
cum
10
10
Laying of 80mm thick I shaped machanically compacted c.c. inter locking pavers tiles manufactured by high pressure & controlled vibration machine having minimum 5.0 mm thick topping cp cement mixed 20% marbel powder thr compressive strength of paver blocks shall not less than 30 MPa & 4.5 kg wt./no. & ISI marked, over compected specified base including 4cm thick c/fine sand bed over prepared surface including all labour T&P etc. required for proper completion of work.
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