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| 1 | Name of Work : CONSTRUCTION OF 60,000 LITRES CAPACITY SERVICE RESERVOIR - 12 m STAGING HEIGHT At Chinnaveerasangili H/O Chinnaveerasangili PANCHAYAT IN Perundurai UNION |
| 2 | Earth work excavation below G.L. and depositing on bank within an initial lead of 10 m and an initial lift of 2 m for the following classification . |
| 3 | In hard stiff clay, stiff black cotton soil, hard red earth, sales, soil S.S. 20B |
| 4 | In soft disintegrated rock, laterite, soft rock or kankar not requiring blasting |
| 5 | In DMR blasting |
| 6 | Second depth of 2m -3m |
| 7 | In DMR not requiring blasting |
| 8 | Sand filling |
| 9 | Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with Standard specification. |
| 10 | PCC 1:4:8 using 40mm HBG metal including mixing curing etc.,below 1.50 m from GL. |
| 11 | RCC 1:1 1/2: 3 using 20mm HBG metal excluding cost of reinforcement and centering but including cost of mixing, laying, finishing, curing etc. |
| 12 | Column footing below 1.50 m from GL |
| 13 | 0 to 1.50 m below GL |
| 14 | 0 to 4.50 m from GL |
| 15 | 4.50 m to 7.32 m. from GL |
| 16 | 7.32m to 10.98m from GL |
| 17 | 10.98m to 14.64m from GL |
| 18 | 14.64m to 18.30m |
| 19 | Supplying & Erecting centering for sides & soffiots including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle |
| 20 | Below G.L. |
| 21 | Plain Surface |
| 22 | 0 - 3.30m |
| 23 | 3.30m to 4.30m |
| 24 | 5.30m To 6.30m |
| 25 | 8.30m -9.30m |
| 26 | 11.30m -12.30m |
| 27 | Curved Surface |
| 28 | Curved Surface 3.30m to 4.30m |
| 29 | Square Column |
| 30 | Colum 0 to 3.3m ht. below GL |
| 31 | Column 0-3.30m above GL |
| 32 | Colum above 3.3m to 4.3 ht from GL |
| 33 | Column above 4.30 m upto 5.30 m |
| 34 | Column above 5.30 m upto 6.30 m |
| 35 | Column above 6.30 m upto 7.30 m |
| 36 | Column above 7.30 m upto 8.30 m |
| 37 | Column above 8.30 m upto 9.30 m |
| 38 | Column above 9.30 m upto 10.30 m |
| 39 | Column above 10.30 m upto 11.30 m |
| 40 | Column above 11.30 m upto 11.40 m |
| 41 | Supply, fabrication, placing in position of steel rods cutting tying etc. complete including cost of reinforcement RTS rods |
| 42 | Painting two coats to the exposed surface of SR using cement paint |
| 43 | Supplying and fixing of cut in C M 1:3 below inlet pipe |
| 44 | Fixing of pipes for OHT connections including civil works |
| 45 | Labour charge for fixing of GI pipes in the OHT |
| 46 | Supply,delivery and fixing in position of MS ladder outside the tank |
| 47 | Supplying and fixing of CI manhole cover with frame of size 0.60 m x 0.60 m |
| 48 | Supplying and fixing of 100 mm dia AC Cowl for ventilators on the roof slab |
| 49 | Labour charge for fixing of Man hole cover |
| 50 | Drawing and writting details of scheme |
| 51 | Refilling the foundation with excavated soil (other than sand) |
| 52 | Provision for Rain Water Harwesting arrangement as per the type design |
| 53 | Providing RCC ladder inside the tank |
| 54 | Provision for Pipe line work |
| 55 | 90mm PVC 6kg Pipe |
| 56 | 63mm 4kg PVC Pipe |
| 57 | Supply and Delivery of PVC and GI Specials |
| 58 | Earth work excavation and deposit on bank with in the lead of 10m and lift of 2 m in all soil classification |
| 59 | lowering of PVC pipe in the trunch inc.jointing with cement solvent 90 mm |
| 60 | lowering of PVC pipe in the trunch inc.jointing with cement solvent 63 mm |
| 61 | Refilling of the trunch with excavated earth |
| 62 | GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column \\"BB\\" for all works in this package}(Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD) Please Enable Macros to View BoQ information |
