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| 1 | Construction Of 60000 Liters OHT,Construction Of Rainwater Harvesting And Allied Works At Keela Theru in Peikkarumbankottai Panchayat. |
| 2 | Earthwork excavation and depositing on bank with an initial lead of 10M and initial lift of 2M in hard stiff clay stiff blockcotton soil hard red earth shells, murrams, gravel stoney earth and earth mixed with 50% fair sized boulders etc. complete for Foundation |
| 3 | 2 nd Depth |
| 4 | Supplying and filling withriver sand including watering ramming and consolidation etc.,complete |
| 5 | Cementconcrete works 1:4:8(one part of cement, four part of sand and eight part of aggregate), using broken stone 40mm sizefor levelling course including mixing, placing, finishing, curing etc., complete. |
| 6 | RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating withmechanical vibrator, finishing, curing etc., complete as directed by Department officers. |
| 7 | For footing below G.L. |
| 8 | For Column upto G.L. & GL Brace |
| 9 | For column upto 4.5m from GL& Middle Brace |
| 10 | For column from 4.5m to 5.25m from GL |
| 11 | Centering for sides and soffits of reinforced cement concrete structures including strutting etc.complete , |
| 12 | For column footing (1.50m to 4.50m below GL) Plain Surface |
| 13 | For column (below G.L. & 3.30m above GL ) square Surface |
| 14 | ForG.L. Brace(0 to 1.50m below GL ) Plain Surface |
| 15 | For MiddleBrace at 3.12m ht Plain Surface |
| 16 | For column ( 3.31m to 4.30m) Square |
| 17 | Forcolumn( 4.31m to 5.30m ) Square |
| 18 | Forcolumn ( 5.31m to 6.30m ).Square |
| 19 | Forcolumn ( 6.31m to 7.30m ).Square |
| 20 | For floor beam (plain surface 6.30M to 7.30m) |
| 21 | For floor slab ( Plain surface 6.30m to 7.30m) |
| 22 | For Floor slab sides ( curved surface 0m to 3.30m) |
| 23 | Side wall inner, Outer & haunches( curved surface 0 to 3.30m) |
| 24 | For side wall inner & Outer and Roof Slab Sides(curved surface3.30 to 3.45m) |
| 25 | For Roof Slab (Plain surface 0 to 3.30m) |
| 26 | RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating withmechanical vibrator, finishing, curing etc., complete as directed by Department officers. |
| 27 | For floor Beam4.50m to 7.32m |
| 28 | For floor Slab |
| 29 | For haunces at 4.50m to 7.32m |
| 30 | For SidewallFrom 7.32m |
| 31 | For Roof slab |
| 32 | Supplying & fixing of water tight manhole frame and cover of size 0.75mx0.75m over the roof slab of the OHT as directed by the DepartmentOfficers. |
| 33 | Supplying & fixing of Ventilator And 50mm dia GI Cowl with weld mesh of approved patern as directed by the Department Officers. |
| 34 | Supplying & fixing of MS ladder from GL to the roof slab, this should be properly attached at brace level alternatively including the cost of concrete base 1:4:8 (0.90x0.40x1.0) as directed by the Department Officers. |
| 35 | Supplying & fixing of RCC Ladder inside the tank as directed byDepartmentofficers |
| 36 | Providing RCC slab inside the SR of size 0.50x0.50x0.15 cm as directed byDepartment Officers. |
| 37 | Distembring two coats with approved colours over cement plastered wall surface including cleaning, preparing the surface and curing etc.,complete |
| 38 | Supplying , Fabricating & Placing in position of RTS Grills for reinfrocement including cost of steel for all reinforced concrete works etc complete |
| 39 | Rod dia upto 16mm dia |
| 40 | Supply & Delivery of following Pipes and specials for OHT connection |
| 41 | Supply of GI Pipes for OHT Connections 65 mm dia |
| 42 | Supply and Delivery of G.M.Gate valve 65mm size |
| 43 | Supply & Delivery of 65 mm G.I Tee |
| 44 | Supply & Delivery of 65mm G.I. Coupling |
| 45 | Supply & Delivery of 65mm G.I Elbow |
| 46 | Supply & Delivery of 65mm G.I Flange |
| 47 | Supply & Delivery of 65mmx50mm GI Reducer |
| 48 | Supply & Delivery of 63mm Tr.Coupler PVC |
| 49 | Labour Charges fro Fixing of GI Pipes and Special for OHT Pipe Connections as directed by the Department officers, |
| 50 | Refilling of the foundationwith execavated soil in layers of thick including ramming watering etc., complete as directed by theDepartment officers |
| 51 | Provision for Water Meter, Dirt Box and Erection Charges including all labour charges etc.complete |
| 52 | Provision for Clorinator |
| 53 | Provision for Nameboard |
| 54 | GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column \"BB\" for all works in this package} |
