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| 1 | Construction of 60000 Litres OHT 12 M High, New Bore well with Motor and accessories, Pumping main pipe line and Distribution pipe line @ Muttathur panchayat |
| 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 |
| 3 | Second Depth from |
| 4 | Filling in the foundation with filling M Sand including cost and conveyance to the site and all labour charges for filling as per standard specifications |
| 5 | Cement Concrete 1:4:8 mix using 40mm ISS HBG stone jelly for Foundation and flooring including cost,conveveyance of all materials and labour charges to 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 | Below 1.50m from GL |
| 9 | 0.0m to 1.00m above GL |
| 10 | 0.0m to 4.50 m above GL |
| 11 | 4.50 m to 7.32 above GL |
| 12 | 7.32 M TO 10.98M above GL |
| 13 | 10.98 M TO 14.64 M above GL |
| 14 | 14.64M TO 18.30M above |
| 15 | 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. |
| 16 | Below GL |
| 17 | From GL - 3.30 m |
| 18 | 3.31m to 4.30 m |
| 19 | From 5.30 m to 6.30 m above GL |
| 20 | From 6.31 m to 7.30 m above GL |
| 21 | From 8.30m to 9.30m above GL |
| 22 | From 11.30 m to 12.30 m |
| 23 | Square column Below GL |
| 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 | Curved Surface - upto 3.30m ht. |
| 35 | Curved Surface - 3.30m to 4.30m ht. |
| 36 | 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 |
| 37 | Painting Two Coats with approved Cement Paint over the Plastered surface over one coat of Whie Cement including cost of all materials and labour charges etc complete |
| 38 | 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 ove |
| 39 | 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 |
| 40 | Providing GI Ventilation arrangement 2 nos mosquito proof nylon net with 65 mm GI pipe and spls as directed by the TWAD Board officers 1 m 65 mm Gi pipe, 4 nos 65 mm Gi elbow , 4nos cutting and 8 nos threading and 2 nos 65 mm GI tee |
| 41 | Providing GI Ventilation arrangement 2 nos mosquito proof nylon net with 65 mm GI pipe and spls as directed by the TWAD Board officers 1 m 65 mm Gi pipe, 4 nos 65 mm Gi elbow , 4nos cutting and 8 nos threading and 2 nos 65 mm GI tee |
| 42 | Providing cut stone slab in CM 1:3 of size 0.3 m x 0.3 m x 0.15 m and as directed by TWAD Board officers |
| 43 | 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 |
| 44 | Painting TWAD Board emblem on the SR with enamel paint as per Board\"s specification and as directed by TWAD Board officers WD-W0745 |
| 45 | Provision for pipe and specials |
| 46 | 65mm dia GI pipes |
| 47 | 75mm dia PVC Threaded coupler |
| 48 | 65mm dia GI Tee |
| 49 | 65mm dia GI Elbow |
| 50 | 65mm dia GM Gate valve |
| 51 | 65mm dia GI Flangeset |
| 52 | 65mm dia GI Coupling |
| 53 | 65mm GI Dummy |
| 54 | 63 mm PVC 4Ksc Pipe |
| 55 | 63 mm PVC Bend |
| 56 | cutting of 65mm GI pipes |
| 57 | Thearding of 65mm GI pipes |
| 58 | 75mm X 90mm PVC Reducer |
| 59 | 90mm dia PVC Threaded adopter |
| 60 | Refilling the foundation with excavated earth including consolidation as directed by dept officer |
| 61 | 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 |
| 62 | Construction of soak pit of size1mx1.5m without Cover slab and all civil works and as directed by the TWAD Board officers |
| 63 | Providing New Bore well with Motor and accessories |
| 64 | Pumping main line |
| 65 | Earthwork Excavation for pipe laying and Depositing on bank with an initial lead of 10m and lift of 2 mts in all types of soil for pipe line works |
| 66 | Supplying and delivery of following Pipes and specials including transporting charges etc. |
| 67 | 90mm OD PVC Pipes |
| 68 | 90mm OD PVC Bend |
| 69 | 90mm OD PVC Tee |
| 70 | 80mm dia GI pipe |
| 71 | Laying and jointing the following PVC Pipes to trench with proper allignment with PVC Coupler & Cement Paste including conveying & testing with required preasure and leakage etc. |
| 72 | Refilling the Trench with excavated other than sand Labour charges only |
| 73 | Distribution Pipe line |
| 74 | Earthwork Excavation for pipe laying and Depositing on bank with an initial lead of 10m and lift of 2 mts in all types of soil for pipe line works |
| 75 | Supplying and delivery of following Pipes and specials including transporting charges etc. |
| 76 | 63mm OD PVC Pipes |
| 77 | 63mm OD PVC Bend |
| 78 | 63mm OD PVC Tee |
| 79 | QC 0.5% |
| 80 | Laying and jointing the following PVC Pipes to trench with proper allignment with PVC Coupler & Cement Paste including conveying & testing with required preasure and leakage etc. |
| 81 | Refilling the Trench with excavated other than sand Labour charges only |
| 82 | 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 |
