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| 1 | Part 1: Construction of 60000Ltr OHT at Jawahar nagar H/O KothaimangalamEstimate Amount: Rs.21.80 Lakhs |
| 2 | Earth work excavation & Depositing on bank with Initial lead of 10m and lift & 2m in hard stiff clay, stiff black cotton hard red earth shales, murram, gravel stoney earth and earth mixed with small size boulder and in hard gravelly soils per SS 20B Including all other incidental charges such as slurring strutting, baling out water forming, protective bunds etc., complete for foundation. |
| 3 | First Depth of 2.0 M |
| 4 | Second Depth of 1 m |
| 5 | Filling with good river sand including cost & conveyance of sand and all labour charges etc., complete as per std. Specifications. |
| 6 | Cement concrete 1:4:8 mix using 40mm ISS HBG metal for foundation including cost and conveyance of all materials to site and watering whenever necessary and laid in layers not more than 15cm thick compacting etc., complete complying with std. Specifications and as directed. |
| 7 | RCC in M 30 mix using10mm& 20mm size HBG metal excluding cost of reinforcement and centering but including cost of mixing, laying, curing, finishing etc.complete |
| 8 | Below 1.5m from GL |
| 9 | Column Footing |
| 10 | 0m to 1.50m below GL |
| 11 | 0m to 1.00m above GL |
| 12 | 1.00m to 4.50m above GL |
| 13 | 4.50 m to 7.32 m above GL |
| 14 | 7.32 m to 10.98 m above GL |
| 15 | 10.98 m to 14.64 m above GL |
| 16 | 14.64 m to 18.30 m above GL |
| 17 | Steel Centering, soffits of RCC works including strutting and shuttertting Charges etc. complete for the following |
| 18 | Plain Surface |
| 19 | Below GL |
| 20 | From GL to 3.30m |
| 21 | From 3.31m to 4.30m |
| 22 | From 5.31m to 6.30m |
| 23 | From 6.31m to 7.30m |
| 24 | From 8.31m to 9.30m |
| 25 | From 9.31m to 10.30m |
| 26 | From 11.31m to 12.30m |
| 27 | Square Column: |
| 28 | Square Column Below GL and upto 3.30m above GL |
| 29 | 3.31m to 4.30m ht |
| 30 | 4.31m to 5.30m ht |
| 31 | 5.31m to 6.30m ht |
| 32 | 6.31m to 7.30m ht |
| 33 | 7.31m to 8.30m ht |
| 34 | 8.31m to 9.30m ht |
| 35 | 9.31m to 10.30m ht |
| 36 | 10.31m to 11.30m ht |
| 37 | 11.31m to 12.30m ht |
| 38 | Curved Surface - upto 3.30m ht. |
| 39 | Curved Surface - 3.30m to 4.30m ht. |
| 40 | Supplying and fabricating and placing inposition mild steel or Ribbed Tor Steel for all reinforced cement concrte works as per the design given incuding cost of steel and binding wire in all floor etc. complete complying with standard specification . The binding wire will be supplied by the contractor as per clause MOST specification. |
| 41 | Painting two coatsto the exposed surface of SR using cement paint |
| 42 | Providing outside M.S Ladder of 45cm wide made out of 50x50x6mm MS angle for sides and steps fixed at 30 cm centre to centre etc.and providing of Landing slabs with hand rails using 32mm GI pipe and 40mmx6mm MS flat etc. as per approved design |
| 43 | 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 |
| 44 | 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., |
| 45 | 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 |
| 46 | 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 |
| 47 | 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 |
| 48 | Provision for pipe connection arrangements for inlet, outlet scour and overflow etc. including cost of pipes, specials, valve, labour charge for lifting, aligning, cutting, threading, fixing and painting of GI pipes with two coats of approved quality enamel paint |
| 49 | 65mm Ø GI pipes for over flow & 1xl |
| 50 | 65mm Ø GI pipes for scour pipe 1xl |
| 51 | 65mm Ø GI pipe for delivery 1x1 pipe |
| 52 | 50mm Ø GI pipes for inlet pipe 1xl |
| 53 | 50mm Ø GI pipes for scour pipe 1xl |
| 54 | 50mm Ø GI pipes for Delivery pipe 1xl |
| 55 | 65mm dia GI Tee |
| 56 | 65mm dia GI Elbow |
| 57 | 65mm Ø GM Gate valve |
| 58 | 50mm Ø GM gate valve |
| 59 | 65mm dia GI Flangeset |
| 60 | 65mm dia GI Coupling |
| 61 | 65mm GI Dummy |
| 62 | cutting of 65mm GI pipes |
| 63 | Thearding of 65mm GI pipes |
| 64 | Labour charges for GI pipe connection to the OHT, for inlet, outlet, overflow and scour arrangements including cutting and threading, earth work excavation & refilling. |
| 65 | Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers |
| 66 | 63mm PVC Pipe 4 ksc |
| 67 | 63mm PVC Elbow |
| 68 | 63mm PVC Tee |
| 69 | 63mm PVC MTA |
| 70 | Earth work excavation hard stiff clay and hard rock earth and pipe laying , jointing and refilling the trench with excavation soils |
| 71 | Labour charges for Laying of PVC Pipe and specials fixing charges etc., complete. |
| 72 | Towards Writing Name board with lettring and Painting charges etc., |
| 73 | 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 |
