Northern Coalfields Limited-NCL has published Providing And Fixing Of 1 Nos . Pump Shed At Sump No . 2 At Block-B Project . . Submission Date for this Tender is 09-03-2021. Pump House Construction Tenders in GM Office, Block-B Area Madhya Pradesh. Bidders can get complete Tender details and download the document.
| Name of Work: Providing & fixing of 1 nos. pump shed at sump no. 2 at Block-B Project | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 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. | |||
| 2 | 1.1 | All kinds of soil | 15 | cum | |
| 3 | 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | |||
| 4 | 2.1 | All kinds of soil. | 30 | cum | |
| 5 | 3 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. | |||
| 6 | 3.1 | Ordinary rock | 20 | cum | |
| 7 | 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 17 | cum | |
| 8 | 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||
| 9 | 5.1 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size). | 17 | cum | |
| 10 | 6 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : | |||
| 11 | 6.1 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size). | 7 | cum | |
| 12 | 7 | Centering and shuttering including strutting, propping etc. and removal of form for:\r\n | |||
| 13 | 7.1 | Foundations, footings, bases of columns, etc. for mass concrete | 64 | sqm | |
| 14 | 8 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but, excluding cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). | 0.11 | cum | |
| 15 | 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | |||
| 16 | 9.1 | Cold twisted bars | 755 | Kg | |
| 17 | 10 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 546 | kg | |
| 18 | 11 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. | |||
| 19 | 11.1 | Using flats 30x6mm for diagonal braces and central cross piece | 2.52 | sqm | |
| 20 | 12 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. | |||
| 21 | 12.1 | Hot finished welded type tubes | 1302 | kg | |
| 22 | 13 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | 145 | kg | |
| 23 | 14 | 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. | |||
| 24 | 14.1 | 40 mm thick with 20 mm nominal size stone aggregate | 121 | sqm | |
| 25 | 15 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer- in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | 244 | sqm | |
| 26 | 16 | Providing flat iron brackets 50x3 mm size with necessary bolts, nuts and washers etc. for fixing asbestos cement / G.S. sheets gutters with purlins. | 206 | metre | |
| 27 | 17 | 12 mm cement plaster of mix : | |||
| 28 | 17.1 | 1:4 (1 cement: 4 fine sand) | 70 | sqm | |
| 29 | 18 | White washing with lime to give an even shade : | |||
| 30 | 18.1 | New work (three or more coats) | 70 | sqm | |
| 31 | 19 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : | |||
| 32 | 19.1 | Two or more coats on new work | 85 | sqm | |
| 33 | 20 | Brick work with non-modular FALG bricks confirming to IS: 12894, class designation 7.5 average compressive strength etc. complete in all respect foundation and plinth | |||
| 34 | 20.1 | Cement mortar 1:4 (1 cement : 4 coarse sand) | 22 | cum | |
| 35 | 21 | Total impact of GST for the purpose of CTC | BI01010001010000000000000515BI0100001129 | 1 | Nos |
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