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| 1 | Construction of New 30000 lt OHT With 12 m Staging Height in New Colony of Anwarabath Panchayat @ Chengam Block under 15 th Finance (V.Pt) - 2024-25 |
| 2 | Earthwork Excavation for Found of Hard Soil as per SS 20 B -1 St Depth |
| 3 | Earthwork Excavation for Found of Hard Soil as per SS 20 B -2 St Depth |
| 4 | Cement Concrete 1:4:8 mix Using 40 mm ISS Metal for Foundation and Footing etc,complete |
| 5 | RCC mix M30 Using 20 mmhard Brocken Stone With Machine Crussed for Reinforcement in Cost of All Meterilas etc Below 1.50 mt from GL |
| 6 | 0 mt to 1.50 mt Below GL |
| 7 | 0 mt to 4.50 mt Above GL |
| 8 | 4.50 mt to 7.32 mt Above GL |
| 9 | 7.32 mt to 10.98 mt Above GL |
| 10 | 10.98 mt to 14.64 mt Above GL |
| 11 | 14.64 mt to 18.30 mt Above GL |
| 12 | Supply and Erection of Steel Cenetering Shuttering for Soffits and Sides,MS Angle SZ:- 25x25x3 mm for Boarding in Cost of All Meterilas etc Below GL |
| 13 | From Gl to 3.30 mt |
| 14 | From 5.30 m to 6.30 m Above GL |
| 15 | From 8.30 mt to 9.30 m Above GL |
| 16 | From 11.30 mt to 12.30 m Above GL |
| 17 | Squre Column Upto 3.30 m Above GL |
| 18 | From 3.31 mt to 4.30 mt |
| 19 | From 4.31 mt to 5.30 mt |
| 20 | From 5.31 mt to 6.30 mt |
| 21 | From 6.31 mt to 7.30 mt |
| 22 | From 7.31 mt to 8.30 mt |
| 23 | From 8.31 mt to 9.30 mt |
| 24 | From 9.31 mt to 10.30 mt |
| 25 | From 10.31 mt to 11.30 mt |
| 26 | From 11.31 mt to 12.30 mt |
| 27 | Curver Surface Upto 3.30 From 11.30 mt to 12.30 mt |
| 28 | From 12.30 mt to 13.30 mt |
| 29 | From 13.30 mt to 14.30 mt |
| 30 | From 14.30 mt to 15.30 mt |
| 31 | Supply and Fabrication of MS Steel Rods for All RCC Works With Binding Wire,including all labour Chargesetc |
| 32 | Painting two coats with approved cement paint over one priming coat of white cementover cement plastered wall surface and ceiling including cleaning preparing the surface and curing etc., complete (using cement paint of colour as approved by the Departmental officer) and as directed by the TWAD Board officers. |
| 33 | Fabrication, supply, delivery and fixing of outside MS Ladder of 45cmclear wide made out of 50 mm x 50mm x 6mm MS angle for both sides and for steps at 30cm C/C welded jointed etc ., for I staging from GL to 1st level brace (weight 4.5kg/m) IInd and IIIrd staging upto floor slab and IVth staging from floor slab to roof top. Supply, delivery and fixing of 32 mm GI pipes medium for hand rails from I stage to IVth stage. RCC M30 Grade mix for Landing slab 5 nos. at Ground Level- 1No. and above Ground Level - 4Nos. Supply and fixing of 32mm GI pipe medium for hand rails for the Landing slab. Supplying and fixing of MS Base plate of 100mm X 100mm X 6mm thick for fixing Anchore fastener bolt for fixing of hand rails at Landing slab and MS Ladder providing locking arrangements with two coats of approved enamel paint over one coat of red oxide paint as per approved Type Design and as directed by TWAD board officers. |
| 34 | Providing and fixing of RCC inner access ladder in RCC 1:11/2 :3 (one cement,one and half sand and three aggregate) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centring,shuttering charges, mixing concrete,curing etc. to required height and clear width of 45 cm consisting of 2 nos. of vertical post of 10 cm x 15 cm and step slab of 25mm x 25mm etc.complete and as directed by TWAD Board Officers. |
| 35 | Providing 110mm PVC vent cowlarrangementsmosquito proof nylon net and as directed by TWAD Board officers |
| 36 | Supply and fixing of cut stone of size 0.30m x 0.30m x 0.15m in CM 1;3(one cement and three sand) below inlet pipe for Service Reservoir as directed by TWAD Board Officers. |
| 37 | Providing manhole cover of size 0.60 x 0.60M in RCC 1:1.5:3 with suitable reinforcement and 50x50x6mm MS angle fixed along edges and as directed by TWAD Board officers |
| 38 | 65 mm GI Pipe- Inlet Connection |
| 39 | 65 mm GI Pipe- Over Flow,Rain Water harvesting |
| 40 | 50 mm GI Pipe - Source Pipe |
| 41 | 65 mm GI Pipe- Delivery Connection |
| 42 | 90 mm PVC Threaded Coupler |
| 43 | 63 mm PVC Threaded Coupler |
| 44 | 65 mm GI Tee |
| 45 | 65 mm GI Bend 90 |
| 46 | 65 mm GI Bend Short |
| 47 | 65 mm GI Coupler |
| 48 | 65 mm GI Union |
| 49 | 65 mm GI Elbow |
| 50 | 50 mm GI Union |
| 51 | 50 mm GI Elbow |
| 52 | 65 mm GI Tee |
| 53 | 65x50 mm GI Reducer |
| 54 | 75x63 mm PVC Reducer |
| 55 | 65mm GM Gate Valve |
| 56 | 50mm GM Gate Valve |
| 57 | 63 mm 4 KSC PVC Pipe |
| 58 | Earth work excavation in Hard stiff gravely soilfor narrow foundationwith initial lead and liftas per SS 20 B,etc complete |
| 59 | Towards laying and jointing of pvc pipes with including labour charges etc., |
| 60 | 90 mm 6 KSC PVC Pipe |
| 61 | Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers |
| 62 | Labour charges for GI pipe connection to the OHT, for inlet, outlet, overflowand scour arrangements including cutting and threading, earth work excavation & refilling. |
| 63 | Providing Hand rails over the Roof slab by using 32 mm GI Pipe with 40mm x 6mm MS Flat and fixied with 12mm dia Fastner Bolt 75mm long and as directed by TWAD Bd officers |
| 64 | Provision for Name board |
| 65 | 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} |
