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| 1 | Construction of 30000 Lit's Capacity OHT at New ADC H/O Pattanam Panchayat in Thimiri Panchayat Union |
| 2 | Earthwork excavation and deposition 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 | For Foundation |
| 4 | Sand filling with clear river sand including watering, consolidation etc.,complete for Foundation as directed by Bdo officers |
| 5 | Columns |
| 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 | Columns |
| 8 | 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 |
| 9 | Items 1.50 m to 4.50m below GL |
| 10 | Items 0 m to 1.50m below GL |
| 11 | Items 0.0 to 4.50m Above GL |
| 12 | Above 4.50m and upto 7.32m Ht from GL |
| 13 | Above 7.32m and upto 10.98m Ht from GL |
| 14 | Above 10.98m and upto 14.64m ht form GL |
| 15 | Above 14.64m and upto 18.30m ht form GL |
| 16 | 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. |
| 17 | SQARE Surface |
| 18 | Below GL |
| 19 | Columns above 3.30m upto 4.30m ht from GL |
| 20 | Columns above 4.30m upto 5.30m ht from GL |
| 21 | Columns above 5.30m upto 6.30m ht from GL |
| 22 | Columns above 6.30m upto 7.30m ht from GL |
| 23 | Columns above 7.30m upto 8.30m ht from GL |
| 24 | Columns above 8.30m upto 9.30m ht from GL |
| 25 | Columns above 9.30m upto 10.30m ht from GL |
| 26 | Columns above 10.30m upto 11.30m ht from GL |
| 27 | Columns above 11.30m upto 11.40m ht from GL |
| 28 | Plane Surface |
| 29 | Below G.L |
| 30 | From 0.00 -3.30m |
| 31 | From 5.30m to 6.30 m |
| 32 | From 8.30m to 9.30m above G.L |
| 33 | From 11.30 m to 12.30m |
| 34 | Curved Surface |
| 35 | Upto 3.30m height (From Floor Slab) |
| 36 | From 3.30m to 4.30m Height (From Floor Slab) |
| 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 approved quality Cement Paint over one cost of priming coat exposed surface of the Reservoir including cleaning, preparing the surface and curing etc., complete and as directed by Board officers. |
| 39 | Supplying and Fixing in Position of Cut Stone set in Cm 1:3 using well dressed cut stone supporting inlet pipe inside the tank and as directed by the officers |
| 40 | 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. |
| 41 | For Inlet Arrangements |
| 42 | 65mm GI Pipes |
| 43 | 65mm GI Coupling |
| 44 | 65mm GI Bend |
| 45 | 65mm GI Flange Set |
| 46 | 65mm PVC Threaded Coupler |
| 47 | For Outlet Arrangements |
| 48 | 65mm GI Pipes |
| 49 | 65mm GI Coupling |
| 50 | 65mm GI Bend |
| 51 | 65mm GI Flange Set |
| 52 | 65mm GM Gate Valve |
| 53 | 65mm GM Gate Valve |
| 54 | 65mm PVC Threaded Coupler |
| 55 | 90mm x 63mm PVC Reducer |
| 56 | For Source Arrangemets |
| 57 | 65mm GI Pipes |
| 58 | 65mm GI Coupling |
| 59 | 65mm GI Bend |
| 60 | 65mm GI Flange Set |
| 61 | 65mm GM Gate Valve |
| 62 | 65mm PVC Threaded Coupler |
| 63 | For Overflow Arrangements |
| 64 | 65mm GI Pipes |
| 65 | 65mm GI Coupling |
| 66 | 65mm GI Bend |
| 67 | 65mm GI Flange Set |
| 68 | 90mm PVC Threaded Coupler |
| 69 | Rubber Sheet |
| 70 | Bolt and Nuts |
| 71 | Labour Charges |
| 72 | 80mm GI Pipe - Cutting |
| 73 | 80mm GI Pipe - Threading |
| 74 | 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. |
| 75 | 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 |
| 76 | Supply and Delivery and Fixing in Position of 150mm dia AC Ventilators on the roof Slab and as directed by the officers |
| 77 | 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 |
| 78 | 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. |
| 79 | Providing New Borewell with 7.5 HP Motor with GI Pipe and Starter cable line |
| 80 | Geophysical Investigation charges for selecting the Point |
| 81 | Drilling of 180mm dia Casing pipe including al bore well in hard rock Area by using hard rock rig including cost of drilling etc. |
| 82 | Supply & Delivery of 200 mm Dia PVC casing Pipe 6KSC |
| 83 | Drilling of 150 mm dia vertic rock rig including al bore well in hard rock Area by using hard rock rig including cost of drilling etc. |
| 84 | Supply & Delivery of submersible Pumpset having Duty 50 x 225 7.5HP Head pumpset |
| 85 | 7.5 HP Panel Board 3 Phase |
| 86 | 4.00Sq mm cable 3 core copper wire |
| 87 | 50 mm GI Pipe without coupling |
| 88 | 50 mm GI Coupling |
| 89 | 50 mm GI Elbow |
| 90 | 50 mm MS Clamp Set |
| 91 | 50 mm GI Flange Set |
| 92 | 20 mm Gi Pipe for EB Servicing (4m) |
| 93 | 7/20 PVC copper wire for EB Servicing |
| 94 | Bore Cover Plate |
| 95 | Labour charge for errection of 7.5 HP 3 phase pupset with GI pipe & Cable connection |
| 96 | Construction of Masonry pedestal for Kiosk including cost of M.S. Kiosk |
| 97 | Providing Name board |
| 98 | Providing Photographic Charges |
| 99 | GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column \\"BB\\" for all works in this package}(Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD) Please Enable Macros to View BoQ information |
