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| 1 | Excavation in foundation, trenches etc. in earth work, in all kinds of soil such as pick work, jumper work, blasting work in hard / soft rocks, chiseling / wedging out of hard / soft rocks including dewatering in saturated soil up to all leads and lifts, staking the excavated soil / materials upto all leads and lifts clear from the edge of excavation and then returning the stacked excavated soil in all layers when required into plinths sides of foundation etc.consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as per direction of Engineer -in-Charge. |
| 2 | Providing and laying cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 40mm nominal size) excluding cost of centring and shuttering in: Foundations and plinth complete in all respects as per directions of Engineer-in-charge. |
| 3 | Providing and laying cement concrete 1:1 ½:3 (1cement :1 ½ sand :3 stone aggregate 20 mm nominal size) & curing complete but excluding the cost of form work and reinforcement for reinforced concrete work : |
| 4 | Foundation footings bases of columns and the like and mass concrete within all leads and lifts as per the direction of Engineer-in-charge. |
| 5 | Wall (any thickness but not less than 0.10 mts. thickness) attached pillasters, buttresses plinth, and string courses etc.from top of foundation level upto floor two level within all leads and lifts as per the direction of Engineer-in-charge. |
| 6 | Providing and laying cement concrete using M-25 (Design Mix) but not less than 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced cement concrete work in :- Suspended floor, roofs, landing and shelves and their supports balconies, beams, girders, bressumers and cantilevers upto floor level within all leads and lifts as per the direction of Engineer-in-charge. |
| 7 | Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4meters and removal of the same for in-situ reinforced concrete and plain complete in all respects. |
| 8 | Foundation,footing, bases of columns and the like & mass concrete. |
| 9 | Flat surface such as soffits of suspended floors, roofs, landing and the like floors etc. upto floor to 200mm in thickness. |
| 10 | Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasres buttresses, plinth & string courses and the like. |
| 11 | Edges in Slabs |
| 12 | White washing with lime on undecorated wall surfaces two coats to give an even shade including thoroughly brooming the surface to remove all dirt, dust, mortar dirt and other foreign matter complete in all respects |
| 13 | Providing Tor steel reinforcement for RCC work including bending,binding & placing in position complete upto floor two level within all leads and lifts as per the direction of Engineer-in-charge. |
| 14 | Providing in RCC work smooth finishing of the exposed surfacewith cement mortor 1: 3 (1 cement :3 sand ) complete in all respects as per directions of Engineer-in-charge. |
| 15 | Steel work welded in built up sections, trusses & framed work i/c cutting, hoisting & fixing in position & applying a priming coatofred paint:- In grating, framed, guards, bars, ladders, railing,brackets & similar works. |
| 16 | Providing Laying jointing and testing of DI pipe spigot and socketed pipe with CML (SBR tyton push on joint) complete in all respects as per IS 8329-2900 class K7 diamensions weight and test pressuers in all respect and as per patest ammendments or adition complete in all respects. |
| 17 | 150 mm Dia |
| 18 | Providing and jointing tyton (Push on joints) to Ductile iron pipe and fitting including testing of the joints, cost of rubber gasket (EDPM quality)conforming to IS 3382 latest edition/ ammendments complete in all respect within all leads and lifts and as per latest ammendments or edition complete in all respects. |
| 19 | 150 mm Dia |
| 20 | Providing and fixing all socket DI Tee/ Cross as per IS 8329 or letest additional amendments including carriage of material within all leads lifts complete in all respect. |
| 21 | 150 mm dia |
| 22 | Providing and fixing Cast Iron Sluice valve (IS 148846:2000) complete in all respects. |
| 23 | 150mm |
| 24 | Providing and fixing SFRC Man Hole Cover complete in all respects. |
| 25 | Electro-Mechanical arrangements for sludge stirring withsuitable motor, SS shaft and blades to deliver suitable rpm for the required size, SS shaft and blades to deliver 25 rpm forthe required size, Motor ABB/GEC. |
| 26 | Providing, supplying, installing, testing and commissioningof Primary Sludge Pumps comprising 2 Nos. (1 Working + 1 Standby) horizontal centrifugal pumps, each capable ofdelivering 6 LPM discharge at 10 m head, suitable for pumping primary sludge in Intake Septic Tank. Thepumps shall be complete with electric motor, base frame, coupling, suction and delivery connections, valves,strainers, foundation bolts, anti-vibration pads, necessary piping connections, electrical wiring and all accessoriesrequired for smooth operation. The pump and motor assembly shall be suitable for continuous duty anddesigned to handle sludge with suspended solids. The equipment shall be of approved make and complete in allrespects as per standard specifications and to the satisfaction of the Engineer-in-Charge. |
| 27 | Water Recycle Pumps (Centrifugal) non clog centrifugalpumps of 10-15 m3/hr capacity for 12-20 m dynamic head. However actual pump combinations will be decidedby characteristic curve supplied by the manufacturer which also ensures tripping period of each pump is notless than 5 minutes, KSB, Kirloskar, Mather & Platt, Jyoti |
| 28 | Providing and fixing Sluice Valves and NRVs, Bends, 100mm, 150 mm,200mm, Kirloskar, IVC, KSB, Upadhya (Calcutta) Fouress |
| 29 | Provide Sludge dewatering system (screw press) with all necessary arrangements with 4 m3/hr capacity complete in allrespects. |
| 30 | Control panel, L&T Components |
| 31 | Cable, RP/ Havells |
| 32 | Installation, Testing & Commissioning Please Enable Macros to View BoQ information |
