Construction Of 60000 Litres Over Head Tank 12 M High@ Kallanthalpanchayat , Mugaiyur Block At Villupuram District, Villupuram-Tamil Nadu

Construction Of 60000 Litres over head tank 12 M High@ Kallanthalpanchayat , Mugaiyur Block At Villupuram District- 1 Construction of 60000 Litres OHT12 M High@ KallanthalPanchayat 2 Earth work excavation and depositing on bank with intial lead and lift in all clasuses of soil such as Hard Gravely soil, Gravely soil except Hard Rock requiring Blasting etc complete as per SS20B for narrow foundation First Depth 0.0 m - 2.0 m below GL 3 SecondDepth from2 . 0 m - 4 . 0 m below GL 4 Filling inthe foundation with filling M Sand including cost and conveyanceto the site and all labour charges for fillingas per standard specifications 5 Cement Concrete 1:4:8 mix using 40mm ISSHBG stone jelly for Foundation and flooring including cost,conveveyance of all materials and labour chargesto laid in layers not more than 15cm thick, well rammed etc, complete with standard specification (Using M Sand) 6 Reinforced Cement concrete 1 : 1.5 : 3 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete . (Using M Sand) 7 Below GL from 1.50 m - 4.50 m 8 Below1.50m from GL 9 0.0m to 4.50 m above GL 10 4.50 m to 7.32 above GL 11 7.32 M TO 10.98M above GL 12 10.98 M TO 14.64 M above GL 13 14.64MTO18.30M above 14 Supplying and Erection centering for sides and soffiots including necessaary supports and strutting as directed by the departmental officers. Rate for 10m2 for the following items (RCC floor slab, roff slab, Rectangular / Square, Tee/ Ell beams, Lintels, StairCase Waist Slablanding slab landing beam Canopy etc in all floors with all cross Bracings using mild steel sheets of size 90cm x 60cm and 10BG stiffened withmild steel angles of size 25mmx3mm for boarding laid over country wood joists of size 10cmx6.50cm spaced at about 90cm centre to centre and supported by Casurina props of 10cm to 13cm dia spaced at 75cm centre etc, complete and as directed. 15 Plain surfaceBelow GL 16 From GL - 3.30 m 17 3.31mto 4.30 m 18 From 5.30 m to 6.30 m above GL 19 From 8.30m to 9.30m above GL 20 From 11.30 m to 12.30 m 21 Curved surface 0.00 to 3.30 m 22 From 3.30 - 4.30 m 23 From 0.00 nm - 3.30 m 24 Above GL TO 3.30 m 25 From 3.31m to 4.30 M 26 From 4.31m to 5.30 M 27 From 5.31m to 6.30 M 28 From 6.31m to 7.30 M 29 From 7.31m to 8.30 M 30 From 8.31m to 9.30 M 31 From 9.31m to 10.30 M 32 From 10.31m to 11.30 M 33 From 11.31m to 11.45 M 34 Supplying, Fabricatung and placin g in position of RTS or MS rod for all reinforced cement concrete works as per design given including cost of steel and binding wire in all floors etc,complete complying with standard specification 35 Painting Two Coats with approvedCement Paintover the Plastered surface over one coat ofWhie Cement including cost of all materials and labour charges etc complete 36 Fabrication,Supply,delivery and fixing of Out side MS Lader of 45 cm clear wide made out of 50 mm x 50 mm x 6mm MS Angle for both sides and for steps at 30 cm c / c welded jointed etc., for I staging from GL to FIRST Brace ( weight 4.50 kg/m ) Second and Third stagging upto Floor slab and Fourth Stagging from Floor Slab Roof Top Cover Slab.Supply,Delivery and Fixing of 32 mm GI Pipes medium for Hand Rails from First stage to Fourth Stage. RCC M30 Grade mix for Landing SlabFive Nos at Ground Level - 1 No and above Ground Level - 4 Nos . Supply and fixing of 32 mm Dia GI Pipes for Landing Slab .Supply and fixing of MS Base Plate of 100 mm x 100 mm x 6 mm 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 redoxide paint as per approved Type Design 37 Providing and fixing of R C C inner acess ladder in R C C 1:1.5:3 USING 20MM hbgstone for OHT including cost of reinforcement , placing grill in position, centering shuttering , mixing concrete curing etc., 38 Providing 110mm AC Vent cowl arrangements mosquito proof nylon net as directed by dept officer 39 ProvidingCut stone slab in CMAC Vent cowl arrangements mosquito proof nylon net as directed by dept office 40 Providing Man hole Cover of size 0.60m x0.60m in Rc c 1:1.5:3 with suitable Reinforcement and 50 x50x6mm MS angle fixed along edges and as directed by dept officer 41 65 mm GI Pipe Inlet 42 65 mm GI PipeOver Flow 43 65 mm GI Pipe Deleivery 44 50 mm GI Pipe for Scour 45 90 mm PVC Thread Coupler 46 75 mm PVC Thread Coupler 47 63 mm PVC Thread Coupler 48 65 mm GI Tee 49 65 GI Ell 50 65 x 50 mmGI Reducer 51 65 mm GI Union 52 65 mm GI Flange 53 65 mm GI Coupling 54 65 mm Gate Valve 55 50 mm Gate Valve 56 Refilling the foundation with excavated earth including consolidation as directed by dept officer 57 Labour charges for GI Pipe connection to the OHT , for inlet, out let ,overflow pipe and scour arrangements including cutting and threading , earth work excavation & refilling 58 Providing Hand railsover the Roof slab by using 32 mm GI Pipe with 40mm x6mm MSFlate and fixied with 12mm dia fastner bolt 75mm long and as directedby dept officer 59 Name Board Charges (Oht) 60 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}

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INR 21.85 Lakhs /-

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