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| 1 | Construction of 30000 Litres OHT 12M Hight at SSR Palayam in Vakkur Panchayat |
| 2 | Earth work excavation for foundation in all classes of soils and sub soil to full depth except in hard rock requiring blasting but inclusive of shoring strutting if required for the sides of foundation. |
| 3 | First depth 0.0 m - 2.om Below GL |
| 4 | Second depth 2.0 m - 4.0 m Below GL |
| 5 | Supplying and Filling in Basement with M. Sand in layers not more than 15 cm thick , well ramed and consolidated complying with standard specification |
| 6 | Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed |
| 7 | Reinforced cement concrete 1; 11/2;3 using 20mm iss HBG metal including the cost and conveyance of all meterials and cost of all labour charges etc complete |
| 8 | Below GL from 1.50 m - 4.50m |
| 9 | Below 1.50m from GL |
| 10 | 0.0m to 4.50 m above GL |
| 11 | 4.50 m to 7.32 above GL |
| 12 | 7.32 m to 10.98 m 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, |
| 16 | Plain surface |
| 17 | Below GL |
| 18 | From GL- 3.30m |
| 19 | From 5.30 m to 6.30 m above GL |
| 20 | From 8.30 m to 9.30 m above GL |
| 21 | From 11.30 m to 12.30 m above GL |
| 22 | Curved surface |
| 23 | 0.00 to 3.30 m |
| 24 | Square Column |
| 25 | From 0.00 to 3.30m |
| 26 | Above GL to 3.30m |
| 27 | From 3.31 m to 4.30m |
| 28 | From 4.31 m to 5.30 m |
| 29 | From 5.31 to 6.30m |
| 30 | From 6.31 to 7.30m |
| 31 | From 7.31 to 8.30m |
| 32 | From 8.31 m to 9.30 m |
| 33 | From 9.31 m to 10.30 m |
| 34 | From10.31 m to 11.30 m |
| 35 | From11.31 m to 11.45 m |
| 36 | Supplying and Fabricating and placing in position MS Steel or ribbed for steel for all reinforced cement concrete works as per the design given including cost of steel and blinding wire all floors etc., complete complying with standard specification. |
| 37 | Painting Two Coat with approved cement paint over the Plastered surface over one coat of white cement including cost of all materials and labour charges |
| 38 | Supply, Delivery and fixing of Out side MS Ladder of 45cm wide made out of 50mm x 50mm x 6mm MS Angle for both sides and for steps at 30 cm c/c welded jointed etc |
| 39 | Providing and fixing of RCC Inner access Ladder in RCC 1:1.5:3 using 20mm HBG for OHT including cost of reinforcement placing grill in position centering shutering mixing concrete curing etc |
| 40 | Providing Cut stone slan in AC Vent cowl arrangements mosquite proof nylon net as directed by dept office |
| 41 | Providing Cut stone slan in AC Vent cowl arrangements mosquite proof nylon net as directed by dept office |
| 42 | Providing Man hole cover of size 0.60m x 0.60m in RCC 1:1.5:3 with suitable reinforcement and 50x50x6mm MS angle fixed along edges and as directed by dept officer |
| 43 | Provision for Pipe |
| 44 | 65mm GI pipe Inlet |
| 45 | 65mm GI pipe Over flow |
| 46 | 65mm GI Pipe for Delivery |
| 47 | 50mm GI Pipe for Scour |
| 48 | 90mm PVC Thread coupler |
| 49 | 75mm PVC Thread Coupler |
| 50 | 63mm PVC Thread coupler |
| 51 | 65mm GI Tee |
| 52 | 65mm GI Ell |
| 53 | 65x50 mm GI Reducer |
| 54 | 75mm x 63mm PVC Reducer |
| 55 | 65 mm GI Union |
| 56 | 65mm GI Flange |
| 57 | 65mm GI Coupling |
| 58 | 65 mm Gate Valve |
| 59 | 50 mm Gate Valve |
| 60 | Refilling the foundation with excavated earth including consolidation as directed by dept officer |
| 61 | Labour charges for GI pie connection to the OHT for inlet , out let overflow pipe and scour arrangements including cutting and threading earth work excavation and refilling |
| 62 | Providing Hand rails over the Roof salb by using 32 mm GI Pipe with 40mm x 6mm MS Flate and fixing with 12mm dia fastner bolt 75mm long and as directed y dept officer |
| 63 | Providing Fencing and Plateform |
| 64 | Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B. |
| 65 | CC 1:4:8 mix using 40mm ISS HBG metal including all other labour charges etc |
| 66 | 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, |
| 67 | Providing and fixing of RCC post |
| 68 | CC 1:2:4 mix using 20mm ISS HBG metal including cost of all other labour charges etc |
| 69 | Supply and fixing of Chain Link - 2 x 2\\" using 10 Gauge Galvanised Iron wire |
| 70 | Providing Main Pumping Line |
| 71 | Hard stiff clay, stiff black cotton, hard red earth, shales, murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil |
| 72 | Cost and supply of 90mm PVC pipe |
| 73 | 90mm PVC Bend |
| 74 | 90mm PVC End Cap |
| 75 | Lowering PVC / DWSC rigid pipes and specials to trench and laying to proper grade and alignment jointing with PVC coulpers with cement etc |
| 76 | Refilling the foundation with excavated earth including consolidation as directed by dept officer |
| 77 | Name Board |
| 78 | Photos |
| 79 | QC 0.5% |
| 80 | 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 |
