|
| 1 | Construction of 60000 litrs OHT (12m Stagging Height) at Peraperi in Peraperi Panchayat |
| 2 | First depth |
| 3 | Second depth |
| 4 | Sand filling with clear river sand including watering, consolidation etc.,complete forFoundation as directed byBd officers |
| 5 | Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for fooundation including the cost of mixing concrete, ramming, curing etc., complete as directed byBoard officers. |
| 6 | RCC1:11/2:3 using 20mm HBG Metalexcluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing |
| 7 | Upto GL |
| 8 | Above Gl and Upto 4.50m Height |
| 9 | Above 4.50m and upto 7.32m Ht from GL |
| 10 | Above 7.32m and upto 10.98m Ht from GL |
| 11 | Above 10.98m and upto 14.64m ht form GL |
| 12 | Above 14.64m and upto 18.30m ht form GL |
| 13 | SQARE Surface |
| 14 | Columns above 3.30m upto 4.30m ht from GL |
| 15 | Columns above 4.30m upto 5.30m ht from GL |
| 16 | Columns above 5.30m upto 6.30m ht from GL |
| 17 | Columns above 6.30m upto 7.30m ht from GL |
| 18 | Columns above 7.30m upto 8.30m ht from GL |
| 19 | Columns above 8.30m upto 9.30m ht from GL |
| 20 | Columns above 9.30m upto 10.30m ht from GL |
| 21 | Columns above 10.30m upto 11.30m ht from GL |
| 22 | Columns above 11.30m upto 11.40m ht from GL |
| 23 | Below G.Land upto 3.30m ht above GL |
| 24 | From 5.30m to 6.30mhtabove GL |
| 25 | From 8.30m to 9.30m ht above GL |
| 26 | From 11.30m to 12.30m ht above GL |
| 27 | Upto 3.30m height (From Floor Slab) |
| 28 | From 3.30m to 4.30m Height (From Floor Slab) |
| 29 | Supplying, fabricating and placing in position of HSD steel rods for reinforcement including the cost of steel and binding wire etc., complete and as directed byBoard officers. |
| 30 | Painting two coats using approved quality Cement Paint over one cost of priming coat exposed surface of the Reservoir including cleaning, preparing the surface and curing etc., complete and as directed byBoard officers. |
| 31 | Supplying and Fixing in Position of Cut Stone set in Cm 1:3 using roughly dressed cut stone supporting inlet pipe inside the tank and as directed by the officers |
| 32 | 80mm GI Pipes |
| 33 | 80mm GI Coupling |
| 34 | 80mm GI Bend |
| 35 | 80mm GI Flange Set |
| 36 | 90mm x80mm PVC Threaded Coupler |
| 37 | 80mm GI Pipes |
| 38 | 80mm GI Coupling |
| 39 | 80mm GI Bend |
| 40 | 80mm GI Flange Set |
| 41 | 80mm GM Gate Valve |
| 42 | 65mm GM Gate Valve |
| 43 | 90mm x80mm PVC Threaded Coupler |
| 44 | 90mm x 63mm PVC Reducer |
| 45 | 80mm GI Pipes |
| 46 | 80mm GI Coupling |
| 47 | 80mm GI Bend |
| 48 | 80mm GI Flange Set |
| 49 | 80mm GM Gate Valve |
| 50 | 90mm x80mm PVC Threaded Coupler |
| 51 | 80mm GI Pipes |
| 52 | 80mm GI Coupling |
| 53 | 80mm GI Bend |
| 54 | 80mm GI Flange Set |
| 55 | 90mm x80mm PVC Threaded Coupler |
| 56 | Rubber Sheet |
| 57 | Bolt and Nuts |
| 58 | 80mm GI Pipe - Cutting |
| 59 | 80mm GI Pipe - Threading |
| 60 | 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 transportation and as directed byBoard officers. |
| 61 | Supply and delivery and fixing position of CI man hole cover and frame of Size 60x60cm on roof slab and as directed by the officers The manhole frame and cover should be of light duty and conforming to ISI 1726/1974 |
| 62 | Supply and Delivery and Fixing in Position of 150mm dia AC Ventilators on the roof Slab and as directed by the officers |
| 63 | Refilling the Foundation for Service reservoir with excavated earth (other than sand) in layers of 15cm thick well rammed,watering and consoildating etc Complete complying with standard Specification as directed by the officers |
| 64 | Providing and fixing of RCC inner access ladder in RCC 1:1:5:3 (one cement, one and half sand and three aggregates) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete curing etc., to required height and clear width of 45cm consisting of two Nos. of vertical post of 10cm x 15cm and step slab of 25mm x25mm etc., complete and as directed byBoard officers. |
| 65 | 90mm PVC 6Ksc Pipes |
| 66 | Earth work excavation and depositing on bank with initial lead and lift in all soil for etc Complete (120mtr x 0.60m x 0.90m) |
| 67 | Laying and jointing of PVC pipe into trench for etc Complete |
| 68 | 63mm PVC 6Ksc Pipes |
| 69 | Earth work excavation and depositing on bank with initial lead and lift in all soil for etc Complete (120mtr x 0.60m x 0.90m) |
| 70 | Laying and jointing of PVC pipe into trench for etc Complete |
| 71 | 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) |
