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| 1 | CONSTRUCTION OF 200 KL STORAGE WATER TANK |
| 2 | Barricading in two rows and necessary diversion of path and where as necessary with the help of ballies, ropes, flags, signal and light signal caution boards etc. As per direction of Engineer in-charge |
| 3 | Excavation in soil mixed with single bouldres etc. Requireing the use of specials T&P, if any, for pipe line trenches including with hack filling, watering, ramming of excavated earth in the trenches. Excavation in Soil mixed with morum shingle & kankar etc. using of any specials T&P, if required. For Depth Up to 1.5m |
| 4 | For Depth 1.5m - 3.0m |
| 5 | For Depth 3.0m-4.5m |
| 6 | Provide & fixing of Open Timbering (covering1/3rd of surface area by planks), in trenches for the following depths below ground level consisting of 40mm thick approved country wood planks for poling board, 125mm 75mm Indian Salwood walers and 100 mm dia Sal wood ballies for struts at 1.50m interval including removal after laying of sewer(both sides of trenches will be taken as one side for the purpose of payments & measurements i.e. area equals to length x depth of trenches Dismantled timbering materials will be the property of the Contractor. For Depth 1.5 m-3.0m |
| 7 | For Depth 3.0m-4.5m |
| 8 | Plain cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) P.C.C grade M 15 Nominal mix 1:25:5 (Hand mixing). |
| 9 | Reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 RCC grade M 25 |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for Main Base Raft |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for Colunms Pillor |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for RCC Wall |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for Lintel Beam |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for suspended floor roof |
| 16 | Supply & Fixing of Gl Water Bar 16 Guage 200mm Wide at Center of Wall Thickness at Construction Joints |
| 17 | Supply & Installation of 600X600 MS Cou-Out Cover with Frem |
| 18 | Supply & Fixing of Heavey Duty PVC Foot Rest |
| 19 | Hiring Charges/Arrangments for Pumping Out Additional Extra Water |
| 20 | LINE & COLLECTION CHAMBER Barricading in two Rows for diversion of Trafic |
| 21 | Demolishing CC/RC.C. work by mechanical means and stockpiling at designed locations and disposal of dismentalled material up to a lead of 1000m, stacking serviceable and unserviceable material seperately including cutting reinforcement hars |
| 22 | Earth work in excavation, banking excavated earth, breaking clods, watering & rolling in all kind of soil. Lead Junto 50m and lift unto 1.5m For depth upto 1.50m |
| 23 | For depth 1.50m to 3.0m |
| 24 | For depth 3.0m to 4.50m |
| 25 | Providing and fixing open timbering (covering 1/3rd of surface area by planks) in trenches for the below ground level consisting of 40mm thick approved country woods planks for poling board 125mm x 75mm indian sal wood wallers and 100mm dia sal ballies. For depth upto 3.0m |
| 26 | For depth upto 3.0m to 6.0m |
| 27 | Supply Laying Jointing of 300mm dia. R.C.C. S&S pipes with rubber gaskets to the site of work, lowering the same into trenches below ground level true to alignment, making the joints with rubber gaskets and with necessary spun yarn soaked in bitumen jointing with 1:2 cement mortar in coarse sand including cost of all jointing materials and testing etc. complete but excluding excavation and backfilling of trenches upto ground level. (upto to 4.50m Depth) Size dia 300mm upto 4.50m depth |
| 28 | Providing laying & jointing of 75mm dia HDPE pipe confirming to IS 4984-1995 PE 100 Grade nominal pressure PN in 06kg/cm.sq including cost of all jointing materials and testing.etc.complete |
| 29 | Disposal of surplus earth/damaged pipe etc from working side to suitable place including providing of all material labour and T&P |
| 30 | Dewatering of running sewer from manhole chamber-Hiring charges of 5KVA DG set with cartage charges both side with all accessories. |
| 31 | Interconnection to main existing sewer chamber |
| 32 | Providing of all materials, labours T&P etc required for diverting and blocking sewer line from execution of work |
| 33 | Providing concrete for plain/ reinforced concrete in open foundations Nominal mix M15(Hand mixed) |
| 34 | Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in cement mortar 1:4 |
| 35 | Providing concrete for plain/ reinforced concrete in open foundations Nominal mix 1:2:4(Hand mixed) |
| 36 | Providing and laying of cement plaster including all labour T&P etc complete of mix 1:4 |
| 37 | Supply of 600mm dia sewer manhole cover with frame extra Heavy Duty |
| 38 | Carting and fixing of 600mm diameter manhole cover with frame heavy duty |
| 39 | Providing & installation of 03 HP aingle phase sewage dewatering pump set including all material, labour T&P required for proper completion of work. Please Enable Macros to View BoQ information |
