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| 1 | Earthwork excavation and depositing on bank withan initial lead of 10m and lift of 2m in the followingclassification of soils as directed by Deparmentofficers. Hard stiff clay, block cotton, hard red earthshales, murram, ordinary gravel, stoney eartFirst depth of 2m |
| 2 | 2 nd Depth |
| 3 | Sand filling for foundation with clear river sandincluding cost of sand watering, ramming andconsolidation etc complete as directed byDepartment officers. |
| 4 | Cement concrete 1:4:8 (one cement four sand andeight aggregates) using 40mm HBGS for levellingcourse for foundation including the cost of mixingconcrete, ramming, curing etc., complete as directedby Department officers. |
| 5 | RCC in M30 GRADE using graded aggregtes of HBGsexcluding cost of reinforcement, centering, shutteringstrutting, but including cost of mixing concrete,placing, vibrating with mechanical vibrator, finishing,curing etc., complete as directed by DepartmentFor footing below G.L. ( 1,50 to 4,50 below GL ) |
| 6 | For Column and Brace upto G.L ( 0 to1,50 below GL ) |
| 7 | For column and brace I 0 to 4.5m from GL |
| 8 | For column and brace II 4.5m to 7.32m from GL. |
| 9 | For column and brace III 7.32 to 10.98m from GL |
| 10 | For column beam floor slab side wall from 10.98m to14.64 m from GL |
| 11 | For side wall, hance and Roof slab from 14.64 m to18.30 m from GL |
| 12 | Supplying and erecting steel centering for sides andsoffits I including necessary supports' and shutteringto the required height for RCC items using MS sheetsof suitable size of BG.10 stiffeneq with welded MSangles of size 25mm x 25mm x3mm of boarding For column footing and GL Brace. PLANE SURFACES Below GL |
| 13 | For Brace I GL 0 to 3.30 M |
| 14 | For Brace II 5.3. to 6.30 m |
| 15 | 6.3. to 7.30 m For Brace II |
| 16 | 8.3. to 9.30 m For Brace III |
| 17 | 9.3. to 10.30 m |
| 18 | 3.30 TO 4.30 m |
| 19 | For Floor Beam and Bottm of Floor slab |
| 20 | For column Below GL |
| 21 | For column GL 0 to 3.30M. |
| 22 | For column ( 3.31m to 4.30m ). |
| 23 | For column ( 4.31m to 5.30m). |
| 24 | For Column (5.31m to 6.30m ) |
| 25 | For Column (6.31m to 7.30m ) |
| 26 | For Column (7.31m to 8.30m ) |
| 27 | For Column (8.31m to 9.30m ) |
| 28 | For Column (9.31m to 10.30m ) |
| 29 | For Column (10.31m to 11.30m ) |
| 30 | For Column (11.31m to 11.40m ) |
| 31 | CURVED SURFACE For Side Wall, & Floor slab sides and Haunch |
| 32 | Supplying, fabricating and placing in position of HSDsteel rods for Reinforcement including the cost ofsteel and binding wire etc., complete and as directedby Deparment officers.. |
| 33 | Painting two coats with approved cement paint overone coat of priming coat over cement plasteredexposed surface of the Reservoir including cleaning,preparing the surface and curing etc., complete andas directed by Deparment officers |
| 34 | Providing and fixing of RCC inner access ladder inRCC 1:1.5:3 (one cement, one and half sane! andthree aggregates) using 20mm HBG stone for OHTincluding cost of reinforcement, placing grill inposition, centering shuttering charges, mixingconcrete cur |
| 35 | Providing and fixing of RCC inner access ladder inRCC 1:1.5:3 (one cement, one and half sane! andthree aggregates) using 20mm HBG stone forOHT including cost of reinforcement, placing grill inposition, centering shuttering charges, mixingconcrete cur |
| 36 | Providing manhole cover of size 1x1 0.75 X 0.75 Min RCC 1: 1.5:3 with suitable reinforcement and 5Ox 5O x 6mm MS angle fixed along edges and asdirected by Department officers. |
| 37 | Providing GI ventilating arrangements mosquitoproof nylon net with 50 mm GI pipes and cowl andas directed by Deparment officers |
| 38 | Providing GI ventilating arrangements mosquito proofnylon net with 50 mm GI pipes and cowl and asdirected by Deparment officers |
| 39 | Supply of GI Pipes for OHT Connections 65 mm dia |
| 40 | Supply and Delivery of G.M.Gate valve 65mm size |
| 41 | Supply & Delivery of 65 mm G.I Tee |
| 42 | Supply & Delivery of 65 mm G.I Coupling |
| 43 | Supply & Delivery of 65 mm G.I bend |
| 44 | Supply & Delivery of 90mm T.Coupler PVC |
| 45 | Supply & Delivery of 90mm T.Coupler PVC |
| 46 | Supply & Delivery of 65mm G.I.flange set |
| 47 | Labour charges for fixing of G.I. Pipes & Specials forOHT pipe connections as directed by the DeparmentOfficers, |
| 48 | Refilling of the foundation with execavated soil inlayers of thick including ramming watering etc.,complete as directed by the Department officers |
| 49 | Sub estimate for Platform |
| 50 | Provision for Name board and Photo Charge Please Enable Macros to View BoQ information |
