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| 1 | Earthwork excavation and depositing on bank with an initial lead of 10 meters and initial lift of 2 meters in Soft disintegrated rock, laterite, soft rock, kankar, not requiring blasting etc and as directed by Engineer-In-charge. |
| 2 | Second Depth 1 - 2.00m below GL |
| 3 | Column |
| 4 | Total |
| 5 | Reinforced Cement Concrete in M25 using 20 mm & 10mm Machine crushed HBGstone for the following members excluding the cost of reinforcement and fabricating, centering, shuttering and strutting charges but including the cost of all materials, mixing, placing in position, lifting, vibrating, finishing & curing, etc. complete.and as directed by Engineer |
| 6 | Between 1.00 above GL & Upto 1.5m below GL |
| 7 | For Column |
| 8 | Central circular column |
| 9 | Intermediate row column |
| 10 | Outer row column |
| 11 | Total |
| 12 | From 1.00m to 4.5m above GL |
| 13 | For Column |
| 14 | Total |
| 15 | 4.5m to 7.32m above GL |
| 16 | For Column |
| 17 | Total |
| 18 | 7.32m to 10.98m above GL |
| 19 | For Column |
| 20 | Total |
| 21 | Supply and erection of steel centering, shuttering for soffits and sides including necessary supports and strutting for all RCC works using MS sheets of suitable size of BG 10 stiffened with MS angle of size 25 X 25 X 3mm for ring laid over Silver Oak joists of size 10cm X 6.5cm space at 10cm c/c and supported by Casurino Props 10cm - 13cm spaced at 75cm c/c etc., complete and as directed by Engineer |
| 22 | Upto 3.30 M Below GL |
| 23 | Square column |
| 24 | Total |
| 25 | Upto 3.30 M above GL |
| 26 | Square column |
| 27 | Total |
| 28 | 3.30 - 4.30M above GL |
| 29 | Square column |
| 30 | Total |
| 31 | 4.30 - 5.30M above GL |
| 32 | Square column |
| 33 | Total |
| 34 | 5.30 - 6.30M above GL |
| 35 | Square column |
| 36 | Total |
| 37 | 6.30 - 7.30M above GL |
| 38 | Square column |
| 39 | Total |
| 40 | 7.30 - 8.30M above GL |
| 41 | Square column |
| 42 | Total |
| 43 | 8.30 - 9.30M above GL |
| 44 | Square column |
| 45 | Total |
| 46 | Supplying, fabricatingand placing in position RTS reinforcement and chairs including provision of cover blocks and wooden walk ways at intervals. The rate shall include cost of binding wire,labour for tieing, transportation, cutting, bending, cranking, welding etc., complete as per standard specifications and as per directed by Engineer in charge. |
| 47 | upto 16 mm dia rods |
| 48 | above 16 mm dia rods |
| 49 | Special Ceiling Plastering for RCC slab and beams in CM 1:3 - 10 mm thick including hacking and curing etc complete. |
| 50 | Central Circular Column |
| 51 | Inner Columns |
| 52 | Outer Coulmns |
| 53 | Beams below floor slabCircumferential Outer ring beam |
| 54 | Beams below floor slabCircumferential Inner ring beam |
| 55 | Outer Radial beam |
| 56 | Inner Radial beam |
| 57 | Bracingsat 4.3, 8.6 and 12.90 m level Circumferential outer ring beam |
| 58 | Bracingsat 4.2, 8.4 and 12.60 m level Circumferential Innerring beam |
| 59 | Outer Radial beam |
| 60 | Inner Radial beam |
| 61 | Sundries |
| 62 | Total |
| 63 | White wasing one coat over new surface with approved quality of lime including cost of cleaning surface thoroughly scaffolding and taxes etc. all complete as per specification and direction of Engineer |
| 64 | Applying two coats of cement paint of approved colour and quality over cement plastered wall surfaces including cleaning, preparing the surface area and including cost of all materials, labour charges, curing etc., complete as per specification and direction of Engineer-In-Charge |
| 65 | Supplying and fixing in position of RCC in M20 in side access ladder using 20mm size HBS jelly including cost of all materials, centering, shuttering, strutting, fabrication and placing in position of reinforcement, finishing, curing etc.,complete as per specification and direction of E/I. |
| 66 | Supply and fixing of RCC M20 forHandrails of 1.00m height over the top of roof slab of approved pattern and design including the cost of cement, reinforcement, centering, precasing, finishing curing etc., complete as directed by the Engineer incharge |
| 67 | Construction of RCC Spiral stair case in R.C.C(M 20 mix using 20mm HBGS) of 2.60m dia of required height for approach to the roof of service reservoir with Handrails including necessary earth work excavation in various soil met with at the site of work for providing foundation concrete in C.C M5mix, RCC footing M20 mix, G.L. platform etc. including cost of steel reinforcement, fabrication charges, scaffolding, centering, precasting charges, cement, painting etc., complete and as directed by the Engineer incharge. The Stair case shall be braced to the column of service Reservoir at suitable interval. |
| 68 | Painting and lettering for name board as directed by the Departmental Officers. |
| 69 | Provision for GST@18% |
