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| 1 | Excavation in foundation and trenches etc. in earth work in all kind of soils such as pick work jumper work,saturated soil including blasting soft/hard rock, chiseling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, levelling of bed, stacking the excavated soil clear from the edge of excavation and then returning the excavated soil in 15cm. layers when required into plinths,side of foundations etc including consolidating each deposited layer by ramming , watering and then disposing of all surplus excavated soil as directed in all leads & lifts and shoring strutting, timbering where ever required as per direction & best satisfaction of the Engineer-in-Charge. |
| 2 | Providing & laying cement concrete 1:3:6 (1 cement : 6 sand : 12 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of centring and shuttering in foundation and plinth including carriage of material with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge. |
| 3 | Providing and laying cement concrete 1:1.5:3 (1 cement: 1.5 sand 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work & reinforcement for reinforced concrete work in:- |
| 4 | Foundation and plinth including carriage of material with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge. |
| 5 | Walls (any thickness but not less than 0.10m thickness) including attached butteresses, pillaster plinth and string courses etc. from top of foundation level upto floor two level i/c carriage of material with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge. |
| 6 | Providing and laying cement concrete work 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement in:- |
| 7 | Suspended Floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever complete in all respect within all leads and lifts as per the direction and satisfaction of Engineer-in-Charge. |
| 8 | Providing form work with steel plates 3.15 mm thick welded with angles iron in frame 30x30x5 mm so as to give a fair finish including centering shuttering struting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for in-situ- reinforced concrete and plain concrete:- |
| 9 | Flat surfaces such as soffits of suspended floor, roofs, landing and the like etc. upto 200 mm thickness i/c carriage of material complete in all respect as per the directions and best satisfaction of the Engineer-in-Charge. |
| 10 | Vertical surface such as walls (any thickness) partitions and the like including attached pillasters, buttresses etc. plinth and string courses complete job in all respect with in all leads and lifts as per the direction and best satisfaction of Engineer-in-Charge. |
| 11 | Providing Mild Steel / Tor Steel reinforcement for RCC work including bending, binding and placing in position complete up to floor two level i/c carriage of material with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge. |
| 12 | Providing and fixing of Steel fiber reinforcement concrete manhole cover (SFRC) and frame confirming to IS-12593 (Part-I) with latest ammendments 500 mm dia (medium duty) complete in all respect as per the directions and best satisfaction of the Engineer-in-Charge. |
| 13 | Laying, jointing, testing and Carriage of GMS tubes (Light Grade) in trenches including tube fitting such as bends, tees, air valves, unions and collars etc complete (Earth work to be measured and paid for separately) complete in all respect with in all leads & lifts as per the entire satisfaction & directions of Engineer- in- Charge. |
| 14 | 65 mm dia (LG) |
| 15 | 80 mm dia (LG) |
| 16 | 100 mm dia (LG) |
| 17 | Providing scouring arrangement by Fixing Cast Iron Non Rising Flanged end Sluice Valve of BIR /KARTAR / PELICAN/ Kirloskar or any other JSV approved make make BIS No. 14846 with Gasket , Nut Bolds including complete process of fixing new valve by all means complete job in all respect. The sluice valve conforming to IS- 780 having class PN -1.0. The dia of valve as mentioned below complete in all leads and lifts and to the entire satisfaction of the Engineer - in - Charge. |
| 18 | 65 mm dia |
| 19 | 80 mm dia |
| 20 | 100 mm dia |
| 21 | Manufacturing, Supplying, Fabrication and Fixing of MS Fabricated Protection Panel 750 mm x 750 mm x 150 mm made with MS Angle 40 x 40 x 5 mm, MS Flat 40 x 5 mm and MS Sheet 1.66 mm thick for protection of manhole covers of storage tanks including the cost of cutting and welding of MS angle, MS Flat & MS Sheet, embending in RCC Slab by drilling holes in MS Flat and in RCC slab, provision for providing and fixing MS Handle, MS latch, Lock and applying a coat of red lead paint complete job in all respect in all leads and lifts and to the entire satisfaction of the Engineer - in - Charge. |
| 22 | Supply of Polder type (Submersible) pumping set of CORA 7C&70+UMAI 100/KSB/ Calama/ SU/ Johnsion make conforming to latest relevant BIS Code. The pump should be fitted with bronze impeller or of suitable alloys as per BIS 5659-1972 latest suitable for Raw water of IS:5669-1970 having greased packed bearings and shaft with wound stator on motor side and with soft protection sleeve on pump side ensuring better life for shaft coupled to a submersible squirrel cage electric induction motor (water proof type) of required HP, RPM 1450 of reputed make conforming to BIS 9287-1979 latest with up to date ammendments, totally dust and water proof for submersible duty isolated from the pump by intermediate casing with double mechanical seal in oil chamber and grease packed lubricated bearings and provided with stainless steel thrust bearing plate to with stand non vertical loads with minimum wear and tear. It should also be fitted with a device to take up expansion of water with the heating of motor. The pump set should include water level guards, erection clamps, cable clips and depth gauge etc. |
| 23 | Providing and Fixing Single/Three phase panel of Havells/L&T/C&S/BS or reputed make for above pump set of suitable capacity including starter, Amperemeter voltmeter, over load relay, capacitor, connection plate, etc. of incoming and out going feeders. |
| 24 | Providing and Fixing fabricated MS sheet box of size 0.60x0.30x0.90 meters of 3.15mm thick MS sheet with locking arrangement complete mounted on angle iron four legs of size 40x40x4mm which shall be embedded in cement concrete 1:3:6 for housing electric meter, starter, switch and other accessories. |
| 25 | Erection, testing & commissioning of all above equipmentset site of work including lowering complete job in all respect in all leads and lifts and to the entire satisfaction of the Engineer - in - Charge. |
| 26 | Providing and Fixing Cast Iron Sluice Valve of KIRLOSKAR / BIR / KARTAR / PELICAN make or any other JSV approved make BIS No. 14846 with flange Table - 17 with Gasket including complete process of opening of existing valve and fixing new valve by all means complete job in all respect. The sluice valve conforming to IS-780 having class PN -1.00. The dia of valve as mentioned below complete in all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. |
| 27 | 50 MM Diameter |
| 28 | Providing and Fixing Cast Iron Swing Type Flanged End Non Return Valve of KIRLOSKAR/BIR / KARTAR / PELICAN make or any BIS No. 14846 with Gasket including complete process of fixing new valve by all means complete job in all respect. The sluice valve conforming to IS - 780 having class PN -1.00. The dia of valve as mentioned below complete in all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. |
| 29 | 50 MM Diameter |
| 30 | Laying, jointing and testing of GMS pipe bevelled edged conforming to IS:1239 of following size and class in trenches having random lengths of 5-7 mtrs including cost of fabrication of minimum 3 cut bends of required degree. The pipe shall have inside & out side Galvanisation at manufacturer work conforming to IS:2629-1985. The pipe shall be jointed with circumferencial butt welded joints by electric arc welding with minimum three layers of welds so as to achive the minimum effective thorat thickness and strength of weld conforming to IS: 816-1969 sepecification, by using welding electrodes of 2.50 mm to 6.30 mm of Advani Oerlikon (Ador)- CITOJET / Esab make, conforming to IS:814-1991, at site of work complete in all respects. Each butt welded joint shall be tested with dye-penetration test (with the kit consisting of 3 sprays of 250 ML each includes (a) Cleaner CL-96 (b) Penetrant PT-97 (c) Developer Div-98 of checkmate make) complete in all respects, including manual / mechanical handling of pipes in all leads and lifts to the entire satisfication of Engineer-in-charge. (The earth work in treches to be measured and paid for separately). |
| 31 | 50 MM Diameter Please Enable Macros to View BoQ information |
