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| 1 | Construction of 30000Litres Capacity OHT Tank of 12m Staging height at Senthiudayanathapuram village in Kumarapatti Panchayat |
| 2 | Earthwork excavation and dwposition on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by Board officers. Hard stiff clay, block cotton, hard red earth, shales, murram, ordinary gravel, stoney earth and earth mixed with small size boulders for foundation SS 20B |
| 3 | First depth of 2m |
| 4 | Second depth of 0.35m |
| 5 | Sand filling with clear river sand including watering, consolidation etc.,complete for Foundation as directed by Bdo officers |
| 6 | Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for fooundation including the cost of mixing concrete, ramming, curing etc., complete as directed by Board officers. |
| 7 | RCC 1:11/2:3 using 20mm HBG Metal excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing |
| 8 | Below 1.50m from GL |
| 9 | Upto GL |
| 10 | Above Gl and Upto 4.50m Height |
| 11 | Above 4.50m and upto 7.32m Ht from GL |
| 12 | Above 7.32m and upto 10.98m Ht from GL |
| 13 | From 10.98m upto 14.64m ht above GL |
| 14 | column 14.64m to 18.63m ht above G.L |
| 15 | Provinding steel centering using MS plates of size 90cmx60cm 13 grade to 10 grade thick welded with 25mmx25mmx3mm MS angles supported with country wood stantling of size 10cmx6.5cm at 90 cm C/C strutting with casurina props of 100m to 13cm dia as directed by Board Officers. |
| 16 | Square Column Below GL and upto 3.30m above GL |
| 17 | Ground level to 3.30 m |
| 18 | Columns above 4.30m upto 5.30m ht from GL |
| 19 | Columns above 5.30m upto 6.30m ht from GL |
| 20 | Columns above 6.30m upto 7.30m ht from GL |
| 21 | From 7.30m to 8.30m ht |
| 22 | Columns above 8.30m upto 9.30m ht from GL |
| 23 | Columns above 9.30m upto 10.30m ht from GL |
| 24 | Columns above 10.30m upto 10.90m ht from GL |
| 25 | From 11.30m to 12.30m ht above GL |
| 26 | Plane Surface |
| 27 | Below G.L and upto 3.30m ht above GL |
| 28 | From 3.30m to 4.30m ht above GL |
| 29 | From 5.30m . to 6.30m |
| 30 | From 8.31m . to 9.30m |
| 31 | From 11.30m to 12.30m ht above GL |
| 32 | Curved Surface |
| 33 | 11.30m to 12.30m Height |
| 34 | 12.30m to 13.30m |
| 35 | 13.30m to 14.30m |
| 36 | 14.30m to 15.30m |
| 37 | Supplying, fabricating and placing in position of HSD steel rods for reinforcement including the cost of steel and binding wire etc., complete and as directed by Board officers. |
| 38 | Painting two coats using ready mixed Plastic Emulsion paint inlcuding priming coat including cost and conveyance of all materials to site and all labour charges etc complete |
| 39 | Provision for pipe connection arrangements for inlet outlet, scour and overflow etc., includeing 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 etc., complete as detailed below. |
| 40 | For Inlet and Outlet Arrangements |
| 41 | 65mm GI pipes for inlet connection |
| 42 | 65mm GI pipes for over flow & rain water harvesting pipe |
| 43 | 50mm GI pipes for scour pipe |
| 44 | 65mm GI pipe for delivery pipe |
| 45 | 90mm PVC Threaded coupler |
| 46 | 63mm PVC Threaded coupler |
| 47 | 65mm dia GI Tee |
| 48 | 65mm dia GI bend 90 |
| 49 | 65mm GI coupler |
| 50 | 65mm GI union |
| 51 | 65mm GI Elbow |
| 52 | 50mm GI union |
| 53 | 50mm GI Elbow |
| 54 | 65mm GI Tee |
| 55 | 65x50mm GI reducer |
| 56 | 75mmx63mm PVC reducer |
| 57 | 65mm GM gate valve |
| 58 | 50mm GM gate valve |
| 59 | 63 mm PVC 4Ksc Pipe |
| 60 | Fabrication,supply, delivery and fixing of outside MS ladder of 45cm wide made out of 50x50x6m MS angle for sides and steps in 16mm MS plain rods fixed at 30cm centre to centre welded, jointed etc., providing with suitable side supports, clamps, and locking arrangements provided with one coat of red oxide paint for providing access to roof top of 10,000 lit. capacity OHT of suitable inclined length, including bottom anchorage and 6transportation and as directed by Board officers. |
| 61 | Supply and delivery and fixing position of CI man hole cover and frame of Size 60x60cm on roof slab and as directed by the officers The manhole frame and cover should be of light duty and conforming to ISI 1726/1974 |
| 62 | Refilling the Foundation for Service reservoir with excavated earth (other than sand) in layers of 15cm thick well rammed,watering and consoildating etc Complete complying with standard Specification as directed by the officers |
| 63 | 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., to required height and clear width of 45cm consisting of two Nos. of vertical post of 10cm x 15cm and step slab of 25mm x25mm etc., complete and as directed by Board officers. |
| 64 | Providing Distribution Main Line |
| 65 | Earthwork excavation in all classes of soil except hard rock requiring blasting with initial lead and lift etc., complete as per SS 20B. |
| 66 | Supply of pvc rigid pipes as per BIS 4978 \ 2000 WITH ISI Marking to site of works |
| 67 | Conveying the pvc pipes and specials to trench lowering into the trenches laying of 15cm thick well rammes and cons |
| 68 | Refilling with excated soil complying with standrd specification in layers of 15cm thick well rammes and consolidated after pipes |
| 69 | Providing Platform |
| 70 | Earthwork excavation in all classes of soil except hard rock requiring blasting with initial lead and lift etc., complete as per SS 20B. |
| 71 | Cement Concrete 1:4:8 mix using 40mm ISS HBG metal including cost of conveyance of all materials and all labour charges etc., complete for foundation |
| 72 | Brickwork in c.m 1:5 using country bricks including cost and supply of all meterials etc complete. |
| 73 | Plastering with Cement Mortar 1:5 (One cement and Five M.Sand), 12mm thick in all floors including curing etc. complete complying with standard specification and as directed by the departmental officers. |
| 74 | Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid) |
| 75 | Cement Concrete 1:2:4 mix using 20mm ISS HBG metal including cost of conveyance of all materials and all labour charges etc., complete for foundation |
| 76 | 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 |
