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| 1 | Earth work in excavation for structure as per drawing & technical specification clause 305.1 including setting out construction of shoring and bracing removal of slips and other deleterious material and disposal upto a lead of 50 m dressing of sides and bottom and back filling in trenches with excavated suitable material 1. ordinary soil (1) upto 3 meter depth including all leads and lifts or as per the direction of Engineer - in Charge |
| 2 | P/L Cement concrete 1:6:12 (one cement : six sand : twelve graded stone aggregate forty millimeter nominl size ) for plain / reinforced concrete work in open foundation complete as per drawing and technical specification Clauses 802, 803, 1202 & 1203. |
| 3 | Providing concrete for plan/reinforced concrete in open foundation complete as per drawing and technical specification clause 802 , 803 , 1202 and 1203 P.C.C grade M-10 (i) Nominal mix 1:3:6 (one cement : three sand : six graded stone aggregate) including carriage of material , with in all leads and lifts or as per the direction of Engineer - in Charge |
| 4 | Providing and laying concrete for plain / reinforced concrete in open foundations complete as per drawing & technical specification clause 802 , 803 , 1202 and 1203.including all leads and lifts or as per the direction of Engineer - in Charge . (1:4:8) |
| 5 | Providing concrete for plan/reinforced concrete in sub structure complete as per drawing and technical specification clause 802 , 804 , 805,806, 807, 1202 and 1203 P.C.C grade M-10 (i) Nominal mix RCC/ PCC (C.C. 1:2:4) |
| 6 | Providing and laying reinforced cement concrete M 25 in sub structure complete as per drawing and technical specification clause 800 , 1205.4 and 1205.5 |
| 7 | Providing and laying cement concrete wearing M 30 grade including reinforcement complete as per drawing and technical specification clause 800 , 1205.4 and 1206.3 |
| 8 | plan/reinforced cement concrete in sub -structure as per drawing and technical specification clause 802 , 804 , 805,806, 807, 1202 and 1204 P.C.C grade M-15 (1:2.5:50 upto 5 metre height |
| 9 | Supplying fitting and placing HYSD bar reinforcement in super structure complete as per clause 1002, 1010 & 1202. |
| 10 | Providing weepholes in brick masonry/ stone masonry , plain/ reinforcement concrete abutment , wing wall return wall wih 100 mm dia PVC pipe extended through the full width of the structure with slope of 1( V ) : 20 ( H ) towards drawing face complete as per drawing and technical specification clauses 614,709,1204.3.7 including all lifts and carriage of material |
| 11 | Drainage spout complete as per drawing and technical specification clause 1209 |
| 12 | Back filling behind abutment wing wall and R/wall complete as per direction drawinhg & technical specification clause 1204.3.8 granular material |
| 13 | Stone soling properly hand -packed filling interstices with Kharanja stone consolidating with power road roller to the requested gradient and comber including spreading watering as per rolling of binding materials moorum or earth etc. complete as per HP.PWD specification . 100 mm spread thickness (finished work including material and labour) Please Enable Macros to View BoQ information |
