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| 1 | Civil Portion work :- Earthwork in excavation of foundation in all kinds of soil including dressing and levelling the bed to required depth and width and deposting the excavated materials away from work site as directed by Engineer in charge. |
| 2 | Earth in excavation of foundation hard soil including all cost etc. within initial leads and lifts complete. |
| 3 | Carriage of excavated earth within 5 K.M. lead loarding and unloarding etc.complete |
| 4 | Filling in foundation and plinth with excavated materials including watering and ramming as directed by Engineer-in-Charge |
| 5 | Filling in foundation and plinth with sand well watered and rammed including cost conveyance and royalty etc. complete. |
| 6 | Cement Concrete (1:3:6) with 4cm size hard granite metal in Foundation and Plinth etc complete. |
| 7 | Cement Concrete (1:2:4) with 12mm size hard granite chips etc complete. |
| 8 | Construction of granular sub-base by providing coarse graded Gr.-IV material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with motivator at OMC, and compacting with vibratory roller. |
| 9 | Supplying & laying 80mm thick of M-40 cement concrete Block on road surface including fitting the interstices with sand including etc.comple |
| 10 | P.C.C. M-15 Grade in foundation bed as levelling course using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts as per approved Drawing & Technical Specifications. |
| 11 | R.C.C. M-25 grade in Foundation raft with formwork using 20mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete. |
| 12 | R.C.C. M-25 grade in substructure with formwork using 20mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete. |
| 13 | Metal spall backing to the wall steining or weep holes of abutments, deep drain with hand brocken stone aggregates of 50mm size as per approved Drawing & Technical Specifications for finished item of work including cost, conveyance, royality & other taxes of materials, cost of labour, T&P etc complete as per the direction of the Engineer-in-charge. |
| 14 | Steel reinforcement works in superstructure work using HYSD (uncoated reinforcement bars of Fe-500 grade) as per approved Drawing & Technical Specifications and as per Section -1600 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance & other taxes of materials, cost of labour, T&P etc complete. |
| 15 | Providing Weep Holes of 100mm dia using A.C./ PVC pipe including fixing with cement mortar as per approved Drawing & Technical Specifications and as per Clause -2706 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, T&P etc complete. Please Enable Macros to View BoQ information |
