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| 1 | Vellore District Construction of 100000 Litres Capacity OHT Tank of 12m Staging Height at Vaduganthagal Panchayat for K.V.Kuppam Block 15th CFC (BP) - 2025-26 Package No 02 |
| 2 | Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth mixed with small sized boulders and hard gravelly soil as per SS 20B |
| 3 | First depth |
| 4 | Second depth |
| 5 | Supplying and filling foundation and basement with filling M sand in layers not more than 15cm thick well rammed, watered and compacted complete complying with standard specification |
| 6 | Cement conrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing laying and curing etc ocmplete for bed blocks for 10 cum |
| 7 | RCC1:1.5:3 mix using 20mm HBGS and 10mm HBS excluding the cost of reinforcement, centering and shuttering but including the cost of mixing placing vibrating of concrete curing and finishing etc., complete as directed by the officers. |
| 8 | below GL 1.50m to 4.50m |
| 9 | Upto GL |
| 10 | above GL 0m to 4.50m ht. |
| 11 | above GL 4.51.to 7.32 ht. |
| 12 | above GL 7.33.to 10.98 ht. |
| 13 | above GL 10.98.to 14.64 ht. |
| 14 | Centering for soffits of RCCmembers or plane surface including shutterin, strutting to centering and providing supports etc complete for the following mbers using MS sheets of size 90cmx60cm BG 10 gauge stiffened with welded MS angles of size 25x25x3mm laid over silver oak (Country wodde) joist of size 10x6.5cm as directed by the officers |
| 15 | Square Surface |
| 16 | Below GL and above GL upto 3.30m ht. |
| 17 | Columns above 3.30m to 4.30m height |
| 18 | Columns above 4.30m to upto 5.30m height |
| 19 | Columns above 5.30m to upto 6.30m height |
| 20 | Columns above 6.30m to upto 7.30m height |
| 21 | Columns above 7.30m to upto 8.30m height |
| 22 | Columns above 8.30m to upto 9.30m height |
| 23 | Columns above 9.30m to upto 10.30m height |
| 24 | Columns above 10.30m to upto 11.30m height |
| 25 | For Plane Surface |
| 26 | below GL and upto 3.30m ht |
| 27 | from 3.30m to 4.30m height above GL |
| 28 | from 6.30m to upto 7.30m height above GL |
| 29 | from 7.30m to upto 8.30m height above GL |
| 30 | from 10.30m to upto 11.30m height above GL |
| 31 | from 11.30m to upto 12.30m height above GL |
| 32 | Circular Surface |
| 33 | Centre Below GL and Baove GL to 3.30 |
| 34 | Centre Column 3.3 to 4.30 M |
| 35 | From 4.30 -5.30m ht. |
| 36 | From 5.30 -6.30m ht. |
| 37 | From 6.30 - 7.30m ht. |
| 38 | From 7.30 -8.30m ht. |
| 39 | From 8.30 -9.30m ht. |
| 40 | From 9.30 -10.30m ht. |
| 41 | From 10.30 -10.90m ht. |
| 42 | Curved Surface |
| 43 | Upto 3.30 M (Floor Slab) |
| 44 | From 10.30 m to 11.30 Mtr. |
| 45 | From 10.30 - 12.30 m ht. |
| 46 | Supplying fabricating and placing in position of RTS steel rods for reinforcement for various members including cost of steel and binding wire for all RCC works as directed by the officers. |
| 47 | Painting two coats with approved cement paint best quality over the plastered surface including cleaning preparing the surface, curingetc complete the quality, shade/colour of paing shall be got approved by the executive engineer. |
| 48 | Supplying and Fixing in Position of Cut Stone set in Cm 1:3 using well dressed cut stone supporting inlet pipe inside the tank and as directed by the officers |
| 49 | For Inlet arrangements |
| 50 | 80mm GI pipes |
| 51 | 80mm GI Coupling |
| 52 | 80mm GI Bend |
| 53 | 80mm GI Flange set |
| 54 | 90mm PVC Threaded Coupler |
| 55 | For Outlet arrangements |
| 56 | 80mm GI pipes |
| 57 | 80mm GI Coupling |
| 58 | 80mm GI Bend |
| 59 | 80mm GI Flange set |
| 60 | 80mm GM gate value |
| 61 | 65mm GM gate value |
| 62 | 90mm PVC Threaded Coupler |
| 63 | 90mm X 80mm PVC Reducer |
| 64 | For Scour arrangements |
| 65 | 80mm GI pipes |
| 66 | 80mm GI Coupling |
| 67 | 80mm GI Bend |
| 68 | 80mm GI Flange set |
| 69 | 80mm GM gate value |
| 70 | 90mm PVC Threaded Coupler |
| 71 | For Over flow arrangements |
| 72 | 80mm GI pipes |
| 73 | 80mm GI Coupling |
| 74 | 80mm GI Bend |
| 75 | 80mm GI Flange set |
| 76 | 90mm PVC Threaded Coupler |
| 77 | Rubber Sheet |
| 78 | Bolt and nuts |
| 79 | Labour Charges |
| 80 | 80mm GI Pipe - Cutting |
| 81 | 80mm GI Pipe - Threading |
| 82 | Fabrication,supply, delivery and fixing of outside MS ladder of 45cm wide made out of 50x50x6m MS angle for sides and steps in 16mm MS plain rods fixed at 30cm centre to centre welded, jointed etc., providing with suitable side supports, clamps, and locking arrangements provided with one coat of red oxide paint for providing access to roof top of 10,000 lit. capacity OHT of suitable inclined length, including bottom anchorage and 6transportation and as directed by Board officers. |
| 83 | Providing Manhole cover of size 60 x 60 cm in RCC 1: 1 1/2: 3 mix with suitable reinforecement including all labour charges |
| 84 | Providing PVC ventilating arragements mosquito proof nylon net with 110mm PVC cowl and as directed by departmental officer |
| 85 | Refilling in basement with excavated earth in layers of not more than 15cm thick well rammed, watered and consolidated complying with standard specifications etc complete |
| 86 | Supplying and fixing of RCC inner access ladder in RCC 1:1 1/2: 3 mix etc complete |
| 87 | Construction of Platform allaround the OHT with Community Soakpit |
| 88 | Provision for Name Baord Charges |
| 89 | 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} Please Enable Macros to View BoQ information |
