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| 1 | Construction of 60000 OHT (12m Stage) at Sarojini Nagar in Kalaikovil at Nochikulam Panchayat of Palayamkottai Panchayat Union |
| 2 | Earth work excavation and depositing on bank within an initial lead of 10 m and following lift and classification of soils. |
| 3 | For 1st depth of 0 m to 2 m |
| 4 | For 2nd depth of 2 m to 3 m |
| 5 | Sand filling for foundation with clear river sand including cost of sand watering, ramming and consolidation etc complete as directed by Department officers. |
| 6 | Plain cement concrete 1:4:8 using 40 mm hard broken granite metal for levelling course including cost of placikng, ramming, consolidating, curing etc. complete for footings.(1.5m to 4.5m below GL) |
| 7 | R.C.C. using M 30 design mix for the following items excluding the cost of reinforcement and centeringkl charges but including the cost of mixing, placing in position, consolidating, vibrating of concrete, curing etc. |
| 8 | For footing below G.L. ( 1,50 to 4,50 below GL ) |
| 9 | For Column and Brace upto G.L ( 0 to1,50 below GL ) |
| 10 | For column and brace I 0 to 4.5m from GL |
| 11 | For column and brace II 4.5m to 7.32m from GL |
| 12 | For column and brace III 7.32 to 10.98m from GL |
| 13 | For column beam floor slab side wall from 10.98m to 14.64 m from GL |
| 14 | For side wall, hance and Roof slab from 14.64 m to 18.30 m from GL |
| 15 | Centering soffits of RCC works including strutting and shuttering charges etc., complete for the following |
| 16 | Plain surface |
| 17 | Below GL |
| 18 | GL 0 to 3.30 M |
| 19 | 5.3. to 6.30 m |
| 20 | 6.3. to 7.30 m |
| 21 | 8.3. to 9.30 m |
| 22 | 9.3. to 10.30 m |
| 23 | 10.30 TO 11.30 m |
| 24 | 11.30 to 12.30m |
| 25 | Square Column |
| 26 | For column Below GL |
| 27 | For column GL 0 to 3.30M |
| 28 | For column ( 3.31m to 4.30m ). |
| 29 | For column ( 4.31m to 5.30m). |
| 30 | For Column (5.31m to 6.30m ) |
| 31 | For Column (6.31m to 7.30m ) |
| 32 | For Column (7.31m to 8.30m ) |
| 33 | For Column (8.31m to 9.30m ) |
| 34 | For Column (9.31m to 10.30m ) |
| 35 | For Column (10.31m to 11.30m ) |
| 36 | For Column (11.31m to 11.40m ) |
| 37 | Curved surface |
| 38 | From 0 to 3.3m from floor level |
| 39 | from 3.3m to 4.3 m ht from floor level |
| 40 | Supply, fabrication,placing in position of steel rods cutting, tying etc., complete including cost of reinforcements |
| 41 | Painting two coats to exposed surface of OHT using Emulsion paint |
| 42 | Providing MS Ladder & Hand rails arrangements in 60,000 Lits. Capacity OHT With 12.00m Staging Height. |
| 43 | Providing manhole cover of size 1x1 0.75 x 0.75 M in RCC 1: 1.5:3 with suitable reinforcement and 50 x 50 x 6mm MS angle fixed along edges and as directed by Department officers |
| 44 | Supply & Delivery of following Pipes and specials for OHT connection |
| 45 | Supply of GI Pipes for OHT Connections 65 mm dia |
| 46 | Supply and Delivery of G.M.Gate valve 65mm size |
| 47 | Supply & Delivery of 65 mm G.I Tee |
| 48 | Supply & Delivery of 65 mm G.I Coupling |
| 49 | Supply & Delivery of 65 mm G.I bend |
| 50 | Supply & Delivery of 90mm T.Coupler PVC |
| 51 | Supply & Delivery of 80mm x 65mm G.I.Reducer |
| 52 | Supply & Delivery of 65mm G.I.flange set |
| 53 | Refilling of the foundation with execavated soil in layers of thick including ramming watering etc., complete as directed by the Department officers |
| 54 | Provision for Water Meter Arrangements Please Enable Macros to View BoQ information |
