|
| 1 | Name of Work : CONSTRUCTION OF 10,000 LITRES CAPACITY SERVICE RESERVOIR - 7.50 m STAGING HEIGHT and EPL At MAJESTIC CITY H/O SULLIPALAYAM 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 | PCC 1:4:8 using 40mm HBG metal including mixing curing etc.,below 1.50 m from GL. |
| 6 | 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. |
| 7 | Column footing below 1.50 m from GL |
| 8 | 0 to 1.50 m below GL |
| 9 | 0 to 4.50 m from GL |
| 10 | 4.50 m to 7.00 m. from GL |
| 11 | 7.32m to 10.98m from GL |
| 12 | 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 |
| 13 | Below G.L. |
| 14 | Plain Surface |
| 15 | 0 - 3.30m |
| 16 | 3.30m - 4.30m |
| 17 | 6.30m -7.30m |
| 18 | Square Column |
| 19 | Colum 0 to 3.3m ht. below GL |
| 20 | Column 0-3.30m above GL |
| 21 | Colum above 3.3m to 4.3 ht from GL |
| 22 | Column above 4.30 m upto 5.30 m |
| 23 | Column above 5.30 m upto 6.30 m |
| 24 | Column above 6.30 m upto 7.00 m |
| 25 | Curved Surface |
| 26 | Supply, fabrication, placing in position of steel rods cutting tying etc. complete including cost of reinforcement RTS rods |
| 27 | Painting two coats to the exposed surface of SR using cement paint |
| 28 | Supplying and fixing of cut in C M 1:3 below inlet pipe |
| 29 | Fixing of pipes for OHT connections including civil works |
| 30 | Labour charge for GI pipes Connection works in the OHT |
| 31 | Supply,delivery and fixing in position of MS ladder outside the tank |
| 32 | Supplying and fixing of CI manhole cover with frame of size 0.60 m x 0.60 m |
| 33 | Labour charge for Fixing of man hole cover |
| 34 | Supplying and fixing of 100 mm dia AC Cowl for ventilators on the roof slab |
| 35 | Writting the details of scheme on the sidewall of SR as instructed |
| 36 | Providing for Choke pit |
| 37 | Chlorination input unit with pipes and specials |
| 38 | Refilling the foundation with excavated soil (other than sand) |
| 39 | Providing RCC ladder inside the tank |
| 40 | Supply and Delivery of 90mm PVC Pipe-6Kg |
| 41 | Supply and delivery of PVC pipe 63mm 4kg/cm² |
| 42 | Supply and delivery of PVC and GI Specials |
| 43 | Earth work excavation and deposit on bank with in the lead of 10m and lift of 2 m in all soil classification |
| 44 | Laying and jointing of PVC pipes 90 mm |
| 45 | Laying and jointing of PVC pipes 63 mm |
| 46 | Refilling of the trunch with excavated earth |
| 47 | 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 |
