Tender For Drilling Of 8 Inch Dia Borewell And Installation Of Submersible Pump The Construction Of Reinforced Cement Concrete Service Reservoir Water Tank The Construction Of Cushioning Insulating Wall For Reinforced Cement Concrete Service Reservoi
Tender Overview
Project Description
Tender for Drilling Of 8 Inch Dia Borewell And Installation Of Submersible Pump The Construction Of Reinforced Cement Concrete Service Reservoir Water Tank The Construction Of Cushioning Insulating Wall For Reinforced Cement Concrete Service Reservoir Water Tank At High Power Transmitter Stok.
BOQ
| Sl. No. | Item Description |
| 1 | Transportation of boring equipment, machines, tools & plants to the new site of bore well, Fixing of Complete camp by way of erection of equipment, machines, tools, accessories, attachments, fixing of tents for labour and stacking of required material at bore well site. The job also includes leveling of the ground, drilling machine and others charges on account of POL etc.A). For 1st shifting of boring machine & equipment. |
| 2 | Drilling of bore hole with 225mm dia bit using ODEX method as per site condition up to required depth in collapsible /rocky strata, conglomerate boulders pebbles, clay silt,strata Including cost of MS casing pipe consumable store, drilling bits POL etc. with the system of simultaneously lowering of 200mm dia ID M.S. casing of pipe class B which shall be welded together |
| 3 | Providing and fixing of sutable shoe 200mm dia having adequate thickness |
| 4 | Development of bore well with compressor till sand free water is availabel and suitable strata is estabilished. |
| 5 | Drilling of bore hole with 175mm dia using DTH method as per site condition up to depth in /rocky strata, |
| 6 | Providing ,installation and successful commissioning of suitable submersible pump set make of crompton graves (equivalent parameter specification and properties 120mtr Q= 1.6-18LPS with electrical panel for three phase and safety cable wire 125mtr and G.I Pipe including all necessary fittings items as per the direction of site engineer incharge. |
| 7 | Earth work in excavation by hydrolic excavator means over areas (exceeding 6.0m in depth, 4.0m in width ) including disposal of excavated earth, lead upto 50 and lift upto 1.5m, disposed earth to be leveled and neatly dressed. all kind of soil |
| 8 | Ordinary Rock |
| 9 | Hard Rock |
| 10 | Extra for every additional lift of 1.5m or part thereof in. |
| 11 | Dumping stone in horizontal level in foundation |
| 12 | Providing and laying in position cement concrete of M10 (1:3:6) (1 cement:3 coarse sand: 6 graded stone aggregate 40mm nominal size) crushed, excluding the cost of centering and shuttering all work up to plinth level but including cost of carriage by means of mechanical transport and head loads also including curing rates. |
| 13 | Providing and laying in position Reinforced Cement Concrete of M20 1:1.5:3 (1cement:1.5 coarse sand 3 graded stone aggregate 20mm nominal size, crushed, excluding the cost of centering , shuttering, finishing and reinforcement all work up to plinth level but including cost of carriage by means of mechanical transport and head loads also including curing rates |
| 14 | Providing and laying in position Reinforced cement concrete in Walls any thickness including attached pilasters, buttress 1:1:5:3(1cement:1:5 coarse sand:3 graded stone aggregate 20mm nominal size, crushed, excluding the cost of centering and shuttering, finishing & reinforcement all work up to plinth level but including cost of carriage by means of mechanical transport and head loads also including curing rates. |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for:foundation , |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form for walls |
| 17 | Centering and shuttering including strutting, propping etc. and removal of form for ,Dome slab |
| 18 | Extra for shuttering in circular work ( 20% of respective centering and shuttering items).foundation |
| 19 | Extra for shuttering in circular work ( 20% of respective centering and shuttering items),walls |
| 20 | Extra for shuttering in circular work ( 20% of respective centering and shuttering items).,dome slab. |
| 21 | Reinforcement for RCC work including straightening, cutting bending, placing, in position and binding all complete TMT steel bars. |
| 22 | 12mm cement plaster 1:3( 1 cement:3 coarse sand) finished with a floating coat of neat cement |
| 23 | Extra for providing and mixing water proofing material in cement plaster in proportion as recommended by manufacturers |
| 24 | Cement concrete flooring 1:2:4 (1cement:2coarse sand:4 graded stone aggregate 20mm nominal size crushed)finished with a floating coat of neat cement including cement slurry, 50mm thick with 20mm nominal size stone aggregate crushed but including cost of carriage by means of mechanical transport and head loads also including curing rates. |
| 25 | Laying and G. I. Pipe 80mm Dia for inlet,3” outlet, 4” wash out , 4”overflow and air vent G.I.Pipe = 12.50 meter |
| 26 | Providing and fixing of manhole cover of approved quality |
| 27 | Finishing walls with water proofing cement paint of required shade onNew work (two or more coats applie |
| 28 | Providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification.(1 kg of water proofing material in 50 kg of cement) |
| 29 | CARRIAGE OF MATERIALS By Mechanical Transport including loading, unloading and stacking.(avg lead upto 15km Cement & Steel (avg. lead 15km)Cement & Steel (avg. lead 15km) |
| 30 | Sand (avg. lead 15m) |
| 31 | Stone aggregate 20mm nominal size (avg. lead 15km) |
| 32 | Stone aggregate 40mm nominal size (avg. lead 15km) |
| 33 | Earth work in excavation by mechnical means over areas (exceeding 6.0m in depth, 4.0m in width ) including disposal of excavated earth, lead upto 50 and lift upto 1.5m, disposed earth to be leveled and neatly dressed. |
| 34 | Dumping stone in horizontal level in foundation |
| 35 | Providing and laying in position cement concrete of M10 (1:3:6) (1 cement:3 coarse sand: 6 graded stone aggregate 40mm nominal size) crushed, excluding the cost of centering and shuttering all work up to plinth level but including cost of carriage by means of mechanical transport and head loads also including curing rates |
| 36 | Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with nallah stone Cement mortar 1:6 (1 Cement : 6 coarse sand), including Carriage of material at site of work by M.T including cost of loading and stacking . |
| 37 | P/L D.P.C. 50 mm thick with cement concrete 1:2:4 Grade M15 with nallah stone aggregates with curing & carriage complete |
| 38 | Earthwork in rough excavation from borrow pits for filling up ground depression and rock portion. |
| 39 | Providing and fixing 3 layer PP-R (poly propylene random copolymer) pipe SDR 7.4U V stabilizer & -microbial fision welded,having thermal stablity for hot & cold water supply including all PP-R plain & brass threated polypropylene random fitting.i/c trenching,refilling &testing of jointing complete as per direction of site engineer.(external work) 40mmdia PN-16 = 120MTR |
| 40 | Providing and fixing PPR unions 40mm dia Please Enable Macros to View BoQ information |
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Tender notice published.
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