Drilling Of 4 Inch Borehole And Installation Of 1 Hp Submersible Pump Along With Pvc Water Storage Tank Of 1000 Litres Capacity Drilling Of 4 Inch Borehole And Installation Of 1 Hp Submersible Pump Along With Pvc Water Storage Tank Of 1000 Litres Capacity
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Project Description
Drilling Of 4 Inch Borehole And Installation Of 1 Hp Submersible Pump Along With Pvc Water Storage Tank Of 1000 Litres Capacity Drilling Of 4 Inch Borehole And Installation Of 1 Hp Submersible Pump Along With Pvc Water Storage Tank Of 1000 Litres Capacity At 1. Sibu Soren Inter College, Tundi 2. Sibu Soren Degree College, Tundi, 3. Binod Bihari Mahato Inter College, East Tund
BOQ
| Sl. No. | Item Description |
| 1 | Drilling of 4 inch dia bore hole by using DTH machine. 0 to 20m |
| 2 | Drilling of inch dia bore hole by using DTH machine. 20 to 40m |
| 3 | Drilling of 4 inch dia bore hole by using DTH machine. 40 to 60 m |
| 4 | Drilling of 4 inch dia bore hole by using DTH machine. 60 to 90 m |
| 5 | Supplyingand fixing 5 inch dia pvc casing as per ISI mark including carriage etc.. |
| 6 | Providing and fixing GI pipes complete with GI fitting and clamps i/c cutting,and making good the walls etc. Internal work exposed on wall 32mm dia nominal bore |
| 7 | Supplying flat twin core 2.5sqmm PVC insulated cable suitable for 1HP submesible pump |
| 8 | Providing and lowering single phase 1HP submersible pump 220V 50Hz of ISI approved make |
| 9 | Providing and fixing starter for the above pump set comprising ampere meter, volt meter, DOL starter |
| 10 | Marble work gang saw cut (polished and machine cut) ofArea of slab over 0.50 sqmg (veneer work), backing filled with a grout of average 12 mm thick in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of pigment to match the marble shade (To be secured to the backing by means of cramps, which shall be paid for separately). Area of slab over 0.50 sqm |
| 11 | Lettering with black Japan paint of approved brand and manufacture |
| 12 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 13 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore |
| 14 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :25 mm nominal bore each |
| 15 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. 25 mm dia nominal bore |
| 16 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. 20 mm dia nominal bore |
| 17 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 18 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.Cement mortar 1:4 (1 cement :4 coarse sand) |
| 19 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand) |
| 20 | Providing and fixing brass bib cock of approved quality 15 mm nominal bore |
| 21 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil |
| 22 | Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level Cement mortar 1:6 (1 cement : 6 Coarse sand) |
| 23 | Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete. |
| 24 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 25 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 26 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. |
| 27 | Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete. |
| 28 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil |
| 29 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 30 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :cement mortar 1:4 (1 cement : 4 coarse sand) |
| 31 | 12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand) |
| 32 | Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete. |
| 33 | Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering and finishing. 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 34 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate |
| 35 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil |
| 36 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.40 mm nominal outer dia Pipes |
| 37 | Total impact of GST for the purpose of CTC |
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