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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹6.2 L
EMD Value
₹12,400
Closing Date
14 Feb 2025, 1:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer ED Bijbehara
Executive Engineer ED Bijbehara
Setting and upgradation of Divisional Transformer Workshop for ED Bijbehara Addition and Alteration Construction of Shed at Workshop PDD Bijbehara
2025_PDD_271884_1
EDB/e-tender/ 80 of 2024-25
Open Tender
Civil Works
Turn-key
Executive Engineer ED Bijbehara
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
Yes
Executive Engineer ED Bijbehara
₹12,400
Yes
15 Feb 2025
6 Feb 2025
15 Feb 2025
6 Feb 2025
14 Feb 2025
6 Feb 2025
6 Feb 2025 - 13 Feb 2025
Amount
SETTING AND UPGRADATION OF DIVISIONAL TRANSFORMER WORKSHOP FOR ED BIJBEHARA’’. (Addition and Alteration/Construction of Shed at Workshop PDD Bijbehara)
Dismantling of Concrete flooring and site clearance by way of engagement of labours.
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed:All kinds of soil(1m from cutting edge) Front( 2x3.5x3.5x3)=73.50 cft Stair( 2x2.5x2.5x2.25)= 28.13 cft Extension ( 4x3.5x3.5x3)=147 cft
Providing and laying hand packed dry stone soling duly compacted with hand rammer including watering,ramming,dressing and all types of carriages invloved. Front( 2x3.5x3.5x0.5)=12.25 cft Stair( 2x2.5x2.5x0.5)= 6.25 cft Extension ( 6x3.5x3.5x0.5)=36.75 cft ( 1x12x6x0.5) =36 cft
Providing and laying in position cement concrete of specified grade 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) including curing but excluding the cost of centring and shuttering. All work upto plinth level. Front( 2x3.5x3.5x0.33)=8.09 cft Stair( 2x2.5x2.5x0.33)= 4.13 cft Extension ( 6x3.5x3.5x0.33)=24.26 cft ( 1x12x6x0.33) =23.76 cft
Providing and laying in position specified grade 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level Front( 2x3x3x1)=18 cft Stair( 2x2x2x.75)= 6 cft Extension ( 6x3x3x1)=54 cft
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level(Thermo-Mechanically Treated bars of grade Fe-500D or more)
Providing and laying in position cement concrete of specified grade 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including curing but excluding the cost of centring and shuttering. All work upto plinth level . Front( 2x1.5x1.5x1.5)=6.75 cft Stair( 2x1.5x1.5x1)= 4.50 cft Main Shed Floor (1x32x9x.5)=144 cft Extension ( 6x1.5x1.5x1.5)=20.25 cft ( 1x12x6x0.5) =36 cft
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. Front( 8x3x1)=24 sft Stair( 10x3x.75)= 22.5 sft Extension ( 13x3x1)=39 sft
Structural steel work 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(welded) Tubes Front 9''x9''x 5'' mm ( 2x11) @35.1 kgs/m=235.46Kgs Stair 4''x4''x5''mm ( 2x6)@ 15.2kgs/m = 55.5kgs Extension 4''x4''x5 mm Outside Shed ( 6x8.5)@15.2kgs/m=235.88kgs Plates 1.25''x1.25''x8 mm (20x1.25x1.25) @5.83Kg/Plate=16.93kgs ISMB 150 (2x32)@14.9kgs/m=290.73kgs ISMC 75 (11x10)@6.8kgs/m=228.05kgs ISA 65x65x5 (4x32)@4.9kgs/m=191.22kgs Steel Sheet 2mm (1x32x10)@7.85kgs/mm/sqm=466.91kgs ISMB 150 (2x12+6)@14.9kgs/m=163.54kgs Truss 65x65x6mm (4x(6.5+3.75+7.33+2+1+3+1.5)) (2x27) 0utside Shed [email protected]/m=289.01kgs ISMC 75 Purlin (3x12)@6.8kgs/m=74.63kgs ISMB 150 (3x6)@14.9kgs/m=81.77kgs Steel Plate 2mm Stait landing (1x6x6)@7.85kgs/mm/sqm=52.53kgs ISMC 75 Stair (6x11.16)@6.8kgs/m=138.82kgs Steps ISA 65x65x5 (20x3x1.5) (20x3)[email protected]/m=310.98kgs Flat 50x4 (20x9x3)@1.6kgs/m=263.41kgs Top Rail Circular Pipe 75mmx2mm inc stairs (4x11.5) (8x5) (1x32)@3.6kgs/m=94.39kgs ISA 40x40x5 (8x11.16) (2x32)@2.94kgs/m=80.03kgs Square Bars(10mm) at 4'' c/c (2x2x30x3)(1x115x3)@.79Kg/m=168.73Kgs Gusset Plate 9''x9''x6mm (4x6)@2.45 kg/Plate=58.80Kgs 1 No. Door frame (1x4x6)@ 3 Kgs/sft=7.40 Main Door 50x50x5 (16x1x4) @3.73 Kgs/m=72.78Kgs Square Bars 10mm at 3'' c/c(200x1) @.79kgs/m=48.17Kgs
Providing High Rib sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/vertical or curved surface)excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.(0.50 mm thick with zinc coating not less than 275 gram/m2) (1x12x7.5) (1x23x7)
snow cuter for roof above shed
YASIR ALTAF VAID (BID ID -2331086)
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