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Sl.No.
Item Description
Item Code / Make
Quantity
Units
1
1
E/W in excavation in foundation in B.C. soil lead up to 30m And lift up to 1.50 m including all complete. As per directed by Engineer in charge.
3
61.3
Cum
2
2
Filling of stone dust in foundation and sub grade for soil stabilization of foundation earth I/C all complete as per directed by Engineer in charge.
3
22.24
Cum
3
3
Laying of C.C in 1:6:12: with cement, Fine sand ,40mm gauge stone ballast in foundation or base of CC road slab I/c all complete as per directed by Engineer in charge.
3
22.24
Cum
4
4
Brick work class 150 bricks in 1:4 cement & Fine sand mortar infoundation and plinth I/C all complete as per directed by Engineer in charge.
3
70.61
Cum
5
5
Laying C.C in 1:2:4 with cement, coarse sand, 20 mm gauge stone grit for CC road pavement slab or drain floor I/c stationary forms placed to hold concrete & consolidate with vibrators and finishing and micro tixturing on road surface by transverse tining with broom I/C all complete as per directed by Engineer in charge. (S.I. No. 279(a)
3
0.63
Cum
6
6
Plaster work 12 mm thick with 1:4 cement & Fine sand mortar over brick work I/c all complete as per directed by Engineer in charge.
3
30
Sqm
7
7
25 mm cemrnt concrete flooring 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate of size 12.50 mm and below ) by laid over base concrete finished with floating coat of neat cement ( base concrete bto be paid separtely ). chapter no 14 ,& S.I no. 14.69
3
245.18
Sqm
8
8
R.C.C. work in 1:1.5:3 with cement, coarse sand 20 mm gauge stone grit I/c all complete as per directed by Engineer in charge. For SLAB (S.I. No. 284(i)
3
2.25
Cum
9
9
M.S. Iron work in plain work such as R.C.C Work I/c all complete as per directed by Engineer in charge.
3
211.95
kg
10
10
Filling of stone dust in foundation and sub grade for soil stabilization of foundation earth I/C all complete as per directed by Engineer in charge.
3
78.49
Cum
11
11
Construction of granular sub.base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC,and compacting with smooth wheel roller to achieve the desired density complete as per technical specification Clause 401.
3
83.72
Cum
12
12
Laying of 80 mm thick cement concrete paver block. (interlock bricks) with 40mm thick stone dust including preaparation of base and joint filling all complete.
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