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| 1 | Excavation in earth work and disposal of all excavated earth up to all leads and lifts, disposed earth to be levelled neatlydressed as per direction and to the entire satisfaction of the Engineer-in-Charge. |
| 2 | Excavation in foundation trenches etc.(for pipes & pits upto all depth) in earth work in all classification of earth work such as pick work, jumper work, saturated soil , blasting soft/hard rock or chiselling soft/ hard rock including wedging out of a rock where blasting is prohibited in all lifts including trimming and dressing of sides levelling of beds to correct grades including shoring, strutting, planking, timbering and dewatering where ever required, stacking the serviceable/unserviceable materials/soil separately and after laying and jointing of pipes, returning the usable soil in trenches in 15 CM layers including consolidation of each deposited layers by ramming and watering and then dispositng of all surplus excavated soil, useable materials as directed within all leads/lifts including restoration of metalled surfaces to its original condition and including cost of diversion for traffic night signals, fixing caution boards, crossing over trenches for access to houses fencing etc. complete in all respect within all leads and lifts as per the direction of Engineer-in-Charge.(Pick and Jumper work 50% each) |
| 3 | Providing and laying cement concrete 1:4:8 (1Cement: 4Sand: 8Graded stone agg.40mm nominal size)& curing complete excluding cost of form work in foundation and plinth as per direction & to the entire satisfaction of the Engineer-in-Charge with in all leads and lifts . |
| 4 | Providing and laying cement concrete 1 : 2 : 4 ( 1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced cement concrete workin :- |
| 5 | Foundation and plinth complete as per the direction and to the entire satisfaction of the Engineer-in-Charge. |
| 6 | In suspended floor roofs ,landing and shelves and their support.balconies , beams,girders, bressumers and contilever up to floor two level with in all leads and lifts. |
| 7 | Providing and laying cement concrete 1 : 1.5 :3 (1 cement :1.5 sand :3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcemnt for reinforced concrete work complete in all respect with in all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge . |
| 8 | Foundation and plinth complete as per the direction and to the entire satisfaction of the Engineer-in-Charge. |
| 9 | Walls (any thickness but not less than 0.10m thickness)attached pillasters, buttresses, plinth & string course etc. from top of found level upto floor two level |
| 10 | Prov.form work with steel plates 3.15mm thick welded with angle iron frame 30 x 30 x 5mm so as to give a fair finish including centring, shuttering,strutting & propping etc. with wooden battens and ballies, height of propping & centering below supporting floor to ceiling not exceeding 4mtr.& removal of same for insitu rainforced concrete and plain concrete work complete in all leads and lifrs and as per the directioin and to the entire satisfaction of the Engineer-in-Charge :- |
| 11 | Flat surfaces such as soffits & suspended floors, roofs, landing and the like. Floor etc. upto 200mm in thickness. |
| 12 | Vertical surfaces such as walls ( any thickness ) partition and the like including attached pillasters buttresses, plinth and string courses and the like. |
| 13 | Providing in RCC work smooth finishingof the exposed surface with Cement mortar1:3 (1 Cement : 3 Sand) & as per direction & to the entire satisfaction of the Engineer-in-Charge. |
| 14 | Providing mild steel / tor steel reinforcement for reinforced cement concrete work including bending, binding and placing in position complete upto floor two level . |
| 15 | Prov. & Fixing steel / fibre reinforcement concrete Man hole cover confirming to IS 12592(part-1) 1988 with latest amendment of different grade type load and diameter mention below heavy duty SFRC |
| 16 | Stone soling hand packed in floors including carraige of material within all leads and lifts |
| 17 | Prov & Fixing CI Rungs 200 mm vide cast irom rungs with chequred or ribbed non slip surface including fixing in wall of manhole complete in all respect |
| 18 | Laying in trenches centrifugal cast ductile iron ( spun) pressure pipes confirming to IS 8329/1994 class K-7 inside cement mortor lined suitable for tyton ( push on joints) for sewer lines including cutting of pipes, chamfering where required ( earth work in trenches and jointing of pipes to be measured and paid for separately ) including carraige up to the site of work , testing etc. complete as per instruction of the Engineer-in charge. |
| 19 | 150 mm dia |
| 20 | Providing , Layingand Fixing in trenchescentrifugal cast iron fittings confirming to BSEN 545/9994 class-A, Series K-12 with in side cement mortor lines suitable for tyton ( Push on ) joints with sewers such as socked bends of all degrees , socked tees , collars and all other required fittngs including carraige up to the site of work, testing etc, complete as per instruction of the Engineer-in charge.( earth work in trenches and jointing of fittings to be measured and paid for separately) |
| 21 | 150 mm nominal diameter double socket DI Bend of degree 11.25 |
| 22 | 150 mm nominal diameter double socket DI Bend of degree 22.5 |
| 23 | 150 mm nominal diameter double socket DI Bend of degree 45.00 |
| 24 | 150 mm nominal diameter double socket DI Bend of degree 90.00 |
| 25 | Providing Tyton (Push on joints ) to ductile iron pipes and fittings including the testing of the joints cost of rubber gasket (SBR Quality) confirming to IS 12820 / 1989 |
| 26 | 150 mm Nominal Bore |
| 27 | Providing and Fixing Collar & Bend complete in all respect |
