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| 1 | Item No. 1: Excavation for foundation/pipe trenches in earth soil of all type sand gravel and soft murum including removing the excavated material upto a distace of 50 M and lifts as below, stacking and spreading as directed by Engineer-In-charge, normal dewatering, preparing the bed for etc. complete Lift 0.00 M to 1.50 m |
| 2 | Item No. 2: Excavation for foundation/pipe trenches in hard murum including removing the excavated material upto a distace of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for etc. complete Lift 1.50 M to 3.00 m |
| 3 | Item No. 3: Excavation for foundation/pipe trenches in soft rock including removing the excavated material upto a distace of 50 M and lifts a below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for Lift 3.00 M to 4.50 m |
| 4 | Item No.4:- Excavation for foundation/pipe trenches in hard rock by blasting including removing the excavated material upto a distace of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed etc.complete Lift 4.50 M to 6.00 m |
| 5 | Lift 6.00 M to 7.50 m |
| 6 | Lift 7.50 M to 9.00 m |
| 7 | Lift 9.00 M to 10.00 m |
| 8 | Item No.5:- Providing and laying in situ Cement of trap metal for concrete in proporation foundation and bedding, including balling out water manually, formwork, compacting and curing etc. complete. P.C.C 1:2:4 |
| 9 | Item No. 6- Providing & costing in constructing in situ. C.C of trap granite/quartzite/gneiss/metal of approved quality of R.C.C. work as per detalled. drawing & design or as directed by Engg. in charge including dewatering, ceterind from work,compacting, finishing the formed surface with C.M. 1:3 of sufficient minimum thickness to give a smooth & even surface wherever necessary or roughening if spetial finish is to be provided & curing. |
| 10 | R.C.C. M-250 for vertical wall |
| 11 | Item No.7:- Providing & fixing in position steel bar reinforcement of various diameters for R.C.C. Pipes, caps, footing. foundation, slab, beams, columns,canopies, staircase, newels, chajjas, lintels, pardies, coping, fine arches etc. as per detalled designs, drawing & schedule s including cutting, bending, hooking the 2.00 bars, bindingwith wires or tack welding & supporting |
| 12 | Item no:8- Providing & laying weep holes of 80 mm AC/PVC pipe as per drawing for abutment returns, 13.00 return walls etc. complete |
| 13 | Item No.9- Dewatering the excavatyed trenches and pools of water by using pumps and other devices including disposing of the water to safe distance as directed by Engineer-in-Charge (including cost of 270 machinery labour fuel)ete complete. |
| 14 | Item no:10- Providing rubble stone paving 15cm thick in 1:3 cement mor tar over bedding of 15cm thick cement concrete of 1:4:8 propor t lon with trap grani te/quartzi te / gneiss metal including stiking joints and water ing etc. complete |
| 15 | Item No.11- Providing internal cement plaster 20mm. thick in two coats in cement mor tar 1:3 wi thout neeru finish, to concrete, br ick sur face, in all posi t 20.42 ions including scaffolding and cur ing etc, complete. |
| 16 | Item No.12: Providing uncoursed rubble masonry of trap/granite/quartzite/gneiss stones in cement mor tar 1:6 in foundation and plinth of Innerwalls/in 10.63 plinth of external walls including balling out water |
| 17 | Item no:13 Reffiling the trenches with approved excavated material from foundation in 15cm to 20cm layers including watering and compaction ete. 108.88 complete. |
| 18 | Item no:14-Providing and fixing in position C.I. dapuri steps or 22 mm dia. M.S. bar step with proper anchorage, etc, and providing and applying 3 coats of anticorrosive paint, etc complete as directed by Engineer-In-charge. |
| 19 | Item no:15-Providing structural steel work in rolled sections like joists, channels, angles, tees, etc. as per detailed designs and drawings Including fixing in position without connecting plates, braces, etc, and one coat of anticorrosive paint and over it two coats of oil painting, of approved quality and shade, etc. |
| 20 | Item No.16: Providing and fixing 90 cm x 60 cm Marble plate engraving 10 cm. height letter, figures including painting the lefters/figures with approved colour and shade complete |
| 21 | Item No. 17: Providing, constructing coffer dam in river basin/dam storages as per type design including excavation, filling, the middle portion with B. C. soil (in gunny bags if requried). Providing impervious/semipervious materials on both side of B.C. soil (in gunny bags if required) including ramming, compacting to the satisfaction of Engineer-in-charge, till the completion of work including dismantling coffer dam after completion of works and disposing off the material as directed by the Engineer-in-charge. Lift 0,00 M to 1.50 m |
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