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| 1 | Excavation in foundation, trenches ( for pipes & pits) upto all depths in all classification of earth work such as pick work, jumper work, saturated soil includingbailing and pumping out water, blasting soft/ hard rock or chieselling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides,leveling of beds to correct grade i/c shoring /strutting , planking, timbering & dewatering wherever required, stacking the useable & unuseable material /soil separately & after laying jointing & testingof pipes, returning the useable soil in trenches in 15 cm layers including consolidating of such deposoitedlayer by ramming & watering & then disposing of all surplus excavated soil /unusablematerial as directed with in all leads & lifts including restoration unmetalled surfaces to its original condition & including cost of diversionfor traffic, night signals, fixing caution boards, crossingover trenches for access to houses, fencing etc. complete in all respects with in all leads & lifts as per directions of Engineer-in-charge. |
| 2 | Providing and laying cement concrete 1:6:12(1cement: 6sand: 12 graded stone agg.40mm nominal size) and curing complete excluding cost of centering and shuttering complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. a) Foundation and plinth. |
| 3 | Providing and laying cement concrete 1:4:8(1cement: 4sand: 8 graded stone agg.40mm nominal size) and curing complete excluding cost of centering and shuttering complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. a) Foundation and plinth. |
| 4 | Providing and laying cement concrete 1:3:6(1cement: 3sand: 6 graded stone agg.40mm nominal size) and curing complete excluding cost of centering and shuttering complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. a) Foundation and plinth. |
| 5 | Providing and laying cement concrete 1:1 ½ :3(1cement:1 ½ sand:3graded stone aggregate of 20mm nominal size)and curing complete excluding cost of form work and reinforcement for reinforced concrete work complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. |
| 6 | Foundation footing , basis of columns and the like and mass concrete. |
| 7 | Walls (any thickness) but not less that 0.10 Mtrs. thick including attached pilasters buttresses plinth and string course from top of foundation upto floor two levels. |
| 8 | Suspended floors, roofs, landings, shelves and their supports balconies, beams girders bressumers and cantilevers upto floor two levels |
| 9 | Providing and laying reinforcement cement concrete 1:2:4(1cement:2sand: 4graded stone aggregate of 20mm nominal size)and curing complete excluding cost of form work and reinforcement for reinforced concrete work including all leads and lifts |
| 10 | Foundation footing , basis of columns and the like and mass concrete. |
| 11 | Walls (any thickness) but not less that 0.10 Mtrs. thick including attached pilasters buttresses plinth and string course from top of foundation upto floor two levels. |
| 12 | Providing & Laying mild /tor steel reinforcement for RCC. work including bending, binding and placing in position complete up to floor two level complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. |
| 13 | Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4mtrs.and removal of the same for in situ reinforced concrete and plain concrete work complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. |
| 14 | Vertical surfaces such as walls (any thickness)portions and the like including attached pilaster buttresses plinth and string course and the like |
| 15 | Edges of Slabs & floor etc. within all leads and lifts |
| 16 | Laying, jointingand testing ofHDPE pipes of following class & working pressurein trenches confirming to IS 4984-2016 with but fusion welding,including all short pieces such as Nipple, socket/collar,bendes etc,complete with in all lead & lift as per the direction of Engineer-in Charge.( Earth work to be measured & paid separately) |
| 17 | HDPE Pipe 110mm OD PN-4 (PE-63) |
| 18 | HDPE Pipe 90mm OD PN-4 (PE-63) |
| 19 | HDPE Pipe 75mm OD PN-4 (PE-63) |
| 20 | Random Rubble masonry /polygonal rubble un-coursed /brought two coat with hard stone of approved quality in foundation and plinth including leveling up cement concrete 1:6:12(1cement: 6sand: 12graded stone agg.20mm nominal size) in plinth level/super structure including all leads and lifts |
| 21 | C/O Dry rubble masonry in breast wall/ retaining wall, and revetment walls and parapet wall etc. including all leads and lifts complete to the entire satisfaction of Engineer-in-charge. |
| 22 | Stone Boulder filling behind the R/Wall complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. |
| 23 | Providing & fixing of 90/80 mm dia hydrant including GI riser pipe 80mm dia (IS 1239 :1990), PP ball valve, piump connecting male, GI tee ( as per requirement of main and sub main), GI nipple qhick connect bend 110 mm complete inin all lead & lift as per the direction of Engineer-in Charge. |
| 24 | Wire crates made of G.I.wire filled with boulders with square cut faces against the wire, (Boulder filling to be measured and paid for separately) i/c all leads and lifts. (a) G.I.Wire 5mm thick corresponding to SWG-6(15Cmx15cm.Mesh).complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. |
| 25 | Wire crate made of G.I wire filled with boulders with square cut faces against the wire(Wire crate to be measured and paid for separately)complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. |
| 26 | Providing & Fixingof CI Sluice valve (with hand wheel) as per IS : 780-1984 class-I upto 300mm dia.(i/c brass spindle & as per 2906-1984class-II for dia. 300 mm) in outlet, Scour and inlet pipe of G.I With M.S flange T-5 i/c welding and fix the sluice valve with flanged pipe complete with bolts nuts,rubber insertion etc.,complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. |
| 27 | 100 mm dia class PN-1.0 |
