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Tender For Up-Gradation Of Parking Area At Power House And Shifting Parking Area Of Fire Tender To Switchyard Premises At Omkareshwar Power Station, East Nimar-Madhya Pradesh

National Handloom Development Corporation Limited-NHDC has published Tender For Up-Gradation Of Parking Area At Power House And Shifting Parking Area Of Fire Tender To Switchyard Premises At Omkareshwar Power Station. Submission Date for this Tender is 02-01-2024. Fire and Rescue Vehicles Tenders in East Nimar Madhya Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

41072871
Tender For Up-Gradation Of Parking Area At Power House And Shifting Parking Area Of Fire Tender To Switchyard Premises At Omkareshwar Power Station
Open Tender
Indian
Madhya Pradesh
East Nimar
02-01-2024

Tender Details

Tender For Up-Gradation Of Parking Area At Power House And Shifting Parking Area Of Fire Tender To Switchyard Premises At Omkareshwar Power Station

Key Value

Document Fees
INR 590 /-
EMD
INR 30000.0 /-
Tender Value
INR 15.06 Lakhs /-

BOQ Items

Name of Work: Up-gradation of parking area at Power House and shifting parking area of fire tender to Switchyard premises at Omkareshwar Power Station
Sl. No. Item Description
1Dismantling steel work in built up sections with span upto 10 meter and hieght 5 meter in angles, tees, flats and channels including all gusset plates,bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50metres lead.
2Dismantling roofing including ridges, hips valleys and gutters etc., and stacking the material within 50 metres lead of: : G.S. Sheet
3Demolishing cement concrete manually/by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in- Charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix).
4Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth upto 50 m and lift upto 1.5 m, disposed soil to be levelled and neatly dressed : All kinds of soil
5Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead upto 50m and lift upto 1.5m, as directed by Engineer-in-charge.All kinds of soil
6Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50 m and liftup to 1.5 m, disposed earth to be levelled and neatly dressed. Ordinary rock
7Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :M-10 Nominal (Mix -1 Cement : 3 sand : 6 graded stone aggregate)
8Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detalingIS 456 RCC Design & SP 34 Reinforcement detailing ) etc. complete . (Note:- 1. Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of engineer in charge. 2. No extra payment shall be done for overlaps and/or couplers. 3. Couplers shall be conforming to IS code on “Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification”). Cold twisted bars
9Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for concrete upto plinth level
10Centering and shuttering including strutting, propping etc. and removal of form for all heights :Columns, Pillars, Piers, Abutments, Posts and Struts
11Providing 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 :M-20 Grade Concrete
12Cutting, hoisting and fixing in position of Steel work welded in built up sections/ framed work using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
13Cutting, hoisting and fixing in position of Steel work in built up tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes
14Fixing precoated galvanised iron profile sheets0.50 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. 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
15Fixing precoated galvanised steel sheet rooofing accessories 0.50mm (+ 0.05%) total cated thickness, Zinc coating 120 grams per Sqmas per IS:277 in 240mpa steel grade 5-7microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping scres complete. Gutter (600mm over all girth)
16Fixing aluminium composite panel with 3 mm thick ACP sheet in required pattern, colour and panel size, including opening/folding panels, duly fixed extruded aluminium section frame, duly fixed with screws etc. including fixing of ACP sheet with sealent compound, whereever required, as per direction of Engineer-in-charge, work upto 5.0 m above ground level
17Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
18Steel 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.Hot finished welded type tubes
19Providing 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 Engineerin-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
20Provding and fixing precoated galvanised steel sheet rooofing accessories 0.50mm (+ 0.05%) total cated thickness, Zinc coating 120 grams per Sqmas per IS:277 in 240mpa steel grade 5-7microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping scres complete. Gutter (600mm over all girth)
21Providing and Fixing aluminium composite panel with 3 mm thick ACP sheet in required pattern, colour and panel size, including opening/folding panels, duly fixed extruded aluminium section frame, duly fixed with screws etc. including fixing of ACP sheet with sealent compound, whereever required, as per direction of Engineer-in-charge, work upto 5.0 m above ground level
22Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work
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