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| 1 | Earth work in excavation for foundation of structures upto 3 metre depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. |
| 2 | Providing and Laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 P.C.C nominal mix 1:4:8 (25 mm aggregates) |
| 3 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 In cement mortar (1:5) |
| 4 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 In cement mortar (1:6) |
| 5 | Providing and Laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 P.C.C nominal mix 1:6:12 (40 mm aggregates) |
| 6 | Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full with of the structures with slop of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 |
| 7 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 |
| 8 | Providing and laying (to level for slopes ) jointing reinforced concrete light duty non-pressure pipes is 1st class NP2 of the following internal diameter with color and but ends prepared for color joints i.e. testing of joints compete 900mm diameter. |
| 9 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clause 802,803,1202 & 1203 .P.C.C. grade M-10 (i) Nominal mix 1:3:6 (One cement: three sand :six graded stone aggregate) including carriage of materials, within all leads and lifts as per direction of Engineer-in-Charge. |
| 10 | Providind concrete for plain/reinforced concrete in sub structure complete as per drawing and technical specification clause 802,804 805, 806,807,1202 & 1204. Nominal mix RCC/P.C.C. (C.C. 1:2:4) |
| 11 | Providing and laying reinforced cement concrete M 25 in substructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 |
| 12 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 |
| 13 | Plain/reinforced cement concrete in sub-structure as per drawings and technical specification clauses 802, 804, 805, 806, 807, 1202 and 1204 P.C.C. grade M 15 (1:2.5:5) upto 5 metre height |
| 14 | Supplying fitting and placing HYSD bar reinforcement in super structure complete as per clause 1002, 1010 & 1202. |
| 15 | Drainage spout complete as per drawing and technical specification clause 1209. |
| 16 | Stone soling properly hand-packed filling interstices with Kharanja stone and consolidating with power road roller to the requested gradient and comber including spreading watering and rolling of binding materials moorum or earth etc. complete as per HP.PWD specification. 100 mm spread thickness (finished work including materials and labour) |
| 17 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 Please Enable Macros to View BoQ information |
