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| 1 | Earth work excavation for foundation and depositing on bank within an initial lead of 10m and an initial lift of 2m for the following classification of soil including shoring, strutting, bailing out water wherever necessary and all other incidental charges and as directed by theOfficers. |
| 2 | First depth of 2m |
| 3 | 2 nd Depth |
| 4 | Sand filling for foundation with clear M sand including cost of sand watering, ramming and consolidationetc complete as directed by TWAD Board officers. |
| 5 | Cement concrete 1:4:8 (One cement, four sand and eight course aggregate of 40mm size hard blue granite broken stone) for levelling course including the cost of mixing, placing the concrete in position, consolidating finishing the ends complete and curing etc. complete and as directed by TWAD Board Officers for works beyond 1.50m from GL for footing. |
| 6 | R.C.C. 1:1.5:2(M30) (one cement one and halfsand and two 20mm &10mm HBG stone) for Floor slab floor beam &side wall excluding the cost of reinforcement, centering and shuttering but including the cost ofmixing, placing, vibrating of concrete curing and finishing etc., complete as directed by theofficers. |
| 7 | For footing below G.L. ( 1,50 to 4,50 below GL ) |
| 8 | For Column and Brace upto G.L ( 0 to1,50 below GL ) |
| 9 | For column andbrace I0 to 4.5m from GL |
| 10 | For column andbrace II4.5m to 7.32m from GL |
| 11 | For column andbrace III7.32 to 10.98m from GL |
| 12 | For column beam floor slab side wall from 10.98m to 14.64 m from GL |
| 13 | For side wall, hance and Roof slab from 14.64 m to 18.30 m from GL |
| 14 | Supplying and erecting steel centering for sides and soffits I including necessary supports\" and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding |
| 15 | PLANE SURFACES |
| 16 | Below GL |
| 17 | Below& 3.30m ht from G.L |
| 18 | Above GL (+3.300 - +4.300m) |
| 19 | For Brace I |
| 20 | 7.3. to 8.30 m |
| 21 | For Brace II |
| 22 | 11.30 to 12.30m |
| 23 | ForFloor Beam and Bottm of Floor slab |
| 24 | Above GL (0.000 - +3.300m) |
| 25 | CURVED SURFACE |
| 26 | 0 to 3.30 M |
| 27 | For Side Wall,& Floor slab sides and Haunch |
| 28 | Above GL (+11.300 - +12.300m) |
| 29 | For Side Wall, Roof Slabsides |
| 30 | SQUARE COLUMN |
| 31 | For column Below GL |
| 32 | For column GL 0 to 3.30M |
| 33 | For column ( 3.31m to 4.30m ). |
| 34 | Forcolumn ( 4.31m to 5.30m). |
| 35 | For Column (5.31m to 6.30m ) |
| 36 | For Column (6.31m to 7.30m ) |
| 37 | For Column (7.31m to 8.30m ) |
| 38 | For Column (8.31m to 9.30m ) |
| 39 | For Column (9.31m to 10.30m ) |
| 40 | For Column (10.31m to 11.30m ) |
| 41 | For Column (11.30m to 11.55m ) |
| 42 | Central circular column: |
| 43 | Column above 0 to 3.3m |
| 44 | For column ( 3.31m to 4.30m ). |
| 45 | Forcolumn ( 4.31m to 5.30m). |
| 46 | For Column (5.31m to 6.30m ) |
| 47 | For Column (6.31m to 7.30m ) |
| 48 | For Column (7.31m to 8.30m ) |
| 49 | For Column (8.31m to 9.30m ) |
| 50 | For Column (9.31m to 10.30m ) |
| 51 | For Column (10.31m to 11.30m ) |
| 52 | Exterior Emulsion painting two coats with best approved quality and colourpaint over one coat of Base coat including cost and convyance of all materials to work site and labour charges etc., complete. |
| 53 | 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 Deparment officers. |
| 54 | Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers. |
| 55 | Providing MS Ladder & Hand rails arrangements in1,00,000 Lits. Capacity OHT With 12.00mStaging Height. |
| 56 | Providing and fixing of RCC inner access ladder in RCC 1:1.5:3 (one cement, one and half sane! and three aggregates) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete cur |
| 57 | Providing GI ventilating arrangements mosquito proof nylon net with 50 mm GIpipes and cowl and as directed by Deparment officers |
| 58 | Providing manhole cover of size 1x1 0.60 X 0.60 M in RCC 1: 1.5:3 with suitable reinforcement and 5O x 5O x 6mm MS angle fixed along edges and as directed by Department officers. |
| 59 | Supply & Delivery of following Pipes and specials for OHT connection |
| 60 | Supply of GI Pipes for OHT Connections 65 mm dia |
| 61 | 65mm Ø GI Elbow |
| 62 | 65mm Ø GI coupling |
| 63 | 65mm Ø GI Flange Set |
| 64 | 65mm Ø GM Gate valve |
| 65 | Add GST 18% |
