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| 1 | Construction of 30,000 Lr CapOHT @ Kayampatti in Oliyamangalam Panchayat |
| 2 | Earth work Excavation in all classes of soils such as hard stiff clay.Stiff block hard red earth, shales, murram, gravel, stoney earth expect hard rock requiring blassing and depositing on bank with all leads and lifts and all incidental charges such as |
| 3 | First depth of 2m |
| 4 | Second depth of 1m |
| 5 | Filling with clear river sand in foundation including cost & conveyance to site and labour charges for watering raming and all other incidental charges etc., complete. |
| 6 | PCC 1:4:8 mix using 40mm ISS HBG metal including cost & conveyance of all materials to site including cost of cement and labour for mixing laying compacting curing concrete and all other incidental charges etc., complete for foundation. |
| 7 | RCC 1:1.5:3 mix using 20mm ISS HBG metal including cost & conveyance of all materials to work site and including cost of cement all other incidental charges etc., completed but executing cost and conveyance of steel fabrication charges and centering complete. |
| 8 | Footing 1.5m to 4.5mbelow G.L. |
| 9 | Column 0m to 1.5m below G.L. |
| 10 | Column above G.L. upto 4.5m |
| 11 | Column from 4.50m and upto 7.32m |
| 12 | Side wall upto 7.32m to 10.98m |
| 13 | STEEL CENTERING: Centering for sides and soffits includig necessary supports and strutting to the required height for the folllowing RCC items using MS sheets of suitable size of B.G. 10 stiffened with welded MS angles of size 25mmx25mmx3mm for boarding, laid over silver oak (country wood) joist of size 10cmx6.5cm spaced at 90m C/C and supported by causrina props of 10cm to 13cm dia spaced at 75cm C/C complying wth standard specification etc., completed as directed by TWAD board officers. |
| 14 | A. PLANE SURFACE |
| 15 | i. Below GL |
| 16 | ii) G.L and at 3.30m from Above G.L |
| 17 | iii) 5.31m to 6.30m from above GL |
| 18 | B) CURVED SURFACE |
| 19 | 1) Upto 3.30m ht |
| 20 | 2) Floor slab sides (6.30 to 7.30) |
| 21 | C. SQUARE COLUMN |
| 22 | i) Below GL |
| 23 | 2) COLUMN 0M TO 3.30M ABOVE GL |
| 24 | 3) 3.31m to 4.30m from above GL |
| 25 | 4) 4.31m to 5.30m from above GL |
| 26 | 5) 5.31m to 6.30m from above GL |
| 27 | vi) Column from6.31m to 7.30m above GL |
| 28 | Painting two coats of Emulsion paint with approved cement paint over one coat of priming coat over cement plastered exposed surface of the reservoid including cleaning preparing the surface and curing etc., complete |
| 29 | Supply and fabrication of steel as per IS432/1960 (Tested Quality) including fabrication charges for all RCC items schedule in the tender including cost of steel including cost of electrodes and power for wilding typing wires, space bars cover blocks and all other incidental charges etc., completed and as directed by TWAD board officers. |
| 30 | Supply and fixing of MS ladder (outside) as per TWAD manual. |
| 31 | Providing RCC ladder (Inner side) as per TWAD manual |
| 32 | Providing 65 mm GI ventilating arrangements mosquito proof nylon net with 110 mm PVC pipes and cowl and as directed by TWAD Board officers |
| 33 | Supplying and fixing of cut stone of size 0.45m x 0.45m x 0.15 set in CM 1:3 (One cement and three sand) below the inlet pipe inside the service reservoir and as directed by the TWAD Board Officers. |
| 34 | 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 |
| 35 | Provision for pipe connection arrangements for inlet, outlet, scour and overflow etc., including cost of pipes specials, value, labour charge for lifting, aligning, cutting, threading, fixing and painting of GI pipes with two coats of approved quality etc., complete. |
| 36 | 65mm GI pipes for inlet connection |
| 37 | 65mm GI pipes for over flow & rain water harvesting pipe |
| 38 | 50mm GI pipes for scour pipe |
| 39 | 65mm GI pipe for delivery pipe |
| 40 | 90mm PVC Threaded coupler |
| 41 | 63mm PVC Threaded coupler |
| 42 | 65mm dia GI Tee |
| 43 | 65mm dia GI bend 90 |
| 44 | 65mm dia GI bend (short) |
| 45 | 65mm GI coupler |
| 46 | 65mm GI union |
| 47 | 65mm GI Elbow |
| 48 | 50mm GI union |
| 49 | 50mm GI Elbow |
| 50 | 65x50mm GI reducer |
| 51 | 75mmx63mm PVC reducer |
| 52 | 65mm GM gate valve |
| 53 | 50mm GM gate valve |
| 54 | 63 mm PVC 4Ksc Pipe |
| 55 | Refilling foundation with excavated earth |
| 56 | Labour charges for GI pipe connection |
| 57 | Pipeline for Pumping Main |
| 58 | Earth work excavation in narrow trench and depositing on bank with an initial lead of 10m and lift of 2m in all soils |
| 59 | Supply and delivery of following PVC Pipes 90mm OD PVC 6KSC Pipes |
| 60 | Conveyance of the following rigid PVC Pipes, Lowering to trenches and laying to proper grade and alignment 90mm OD PVC 6KSC Pipes |
| 61 | Refiiling the excaveted soil charges |
| 62 | Pipeline for Delivery line |
| 63 | Earth work excavation in narrow trench and depositing on bank with an initial lead of 10m and lift of 2m in all soils |
| 64 | Supply and delivery of following PVC Pipes 63mm OD PVC 4KSC Pipes |
| 65 | Conveyance of the following rigid PVC Pipes, Lowering to trenches and laying to proper grade and alignment63mm OD PVC 4KSC Pipes |
| 66 | Refiiling the excaveted soil charges |
| 67 | 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} |
