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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.1 LAccepted-Finance | ₹6.1 L | L1 | Accepted-Finance As Per Quoted |
| 2 | L2₹6.5 LAccepted-Finance | ₹6.5 L | L2 | Accepted-Finance As Per Quoted |
| 3 | L3₹9.0 LAccepted-Finance | ₹9.0 L | L3 | Accepted-Finance As Per Quoted |
| 4 | Rejected-Technical | - | - | Rejected-Technical as per committe |
Tender Value
₹9.3 L
EMD Value
₹20,000
Closing Date
23 Mar 2026, 5:00 pmClosed
Executive engineer
EEECD(D)GKP
Replacement of damage sheet of existing shed and raising or repair of boundarywall at electricity store center deoria
2026_PVVNV_1122490_1
48S/ECD(D)GKP/2025-26
Open Tender
Civil Works
60 days
deoria
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
EXECUTIVE ENGINEER
₹20,000
13 May 2026
7 Mar 2026
24 Mar 2026
7 Mar 2026
23 Mar 2026
7 Mar 2026
Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of:G.S. Sheet
Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm 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 (up to 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.0.63 mm thick with zinc coating not less than 275 gm/ m²
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) 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.
Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete. 0.63 mm thick with zinc coating not less than 275 gm/m²
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.
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure Cement mortar 1:6 (1 cement : 6 coarse sand) above plinth level up to floor V level in all shapes and sizes in :super structure
12 mm cement plaster of mix 1:4 (1 cement: 4 coarse sand) (Code No 13.4.1)
Finishng walls wth textured exterior paint of required shade :New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm
Providing (12x15) mm section groove in plaster including all material, labour and T&P etc. required for proper completion of the work.
Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) SI No. 16.53
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