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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.4 LAccepted-AOC | ₹5.4 L | 1 | Accepted-AOC L-1 |
| 2 | 2₹5.6 LRejected-Finance 113 DYNAMIC CENTRE ZONE I M P NAGAR BHOPAL | BHOPAL | MADHYA PRADESH | 462001 | ₹5.6 L | 2 | Rejected-Finance L-2 |
Tender Value
₹6.8 L
EMD Value
₹13,607
Closing Date
16 Feb 2026, 6:00 pmClosed
Executive Engineer
Executive Engineer, Capital Project Division No. 2, P.H.E.D. Bhopal
Fixing fencing along boundary of colony with fixing of entry gate and construction of pavement at Jalvihar Colony under Sub division No. 06, CP2 , Bhopal
2026_PHED_478984_1
179/30.01.2026
Open Tender
Civil Works - Others
30 days
bhopal
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,000
₹13,607
16 Mar 2026
31 Jan 2026
18 Feb 2026
31 Jan 2026
16 Feb 2026
2 Feb 2026
Fixing fencing along boundry of colony with fixing of entry gate and construction of pavement at Jalvihar Colony under Sub division No. 06, CP2 , Bhopal
Earth 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 upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed.All kind of soil.(PWD SOR Item No. 2.6 pno. 13)Qty=100 mtr*0.30*0.60=18cum, 8*8*.60=38.40cum Total=56.40
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level : With 20mm nominal size graded stone aggregate M-20 - Grade concrete (PWD SOR Item No. 4.1.1.2 pno. 40)Qty=footing=40no.*1.00*1.00*0.60=24cum
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire up to floor two level including all wastage etc. complete. Thermo-Mechanically Treated bars.(TMT)(PWD SOR Item No. 5.16.6 pno. 82) 16 mm dia main bars
Centering and shuttering in cluding strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for concrete upto plinth level(PWD SOR Item No. 5.9.1 pno. 79)columns=2no.*4*.45*2.50=9sqm, beam=3*.3*4=3.6sqm, columns=40no.*4*.20*1.50=48sqm, footing=40no.*4*1.00*.6=96sqm,Total= 156.60sqm
Reinforced cement concrete work (with 20mm nominal size graded stone aggregate) in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, posts and struts etc. above plinth level and up to floor two level excluding cost of centering, shuttering, finishing and reinforcement : M 20 –Grade Concrete(PWD SOR Item No. 5.2.1 pno. 78)Colunn=2no.*.45*.45*2.50=1cum, beam-.3*.3*4=.72cum,Columns=40no.*.2*.2*1.50=2.40cum,footing=40no.*1.00*1.00*.6=24cum, total=29.12 cum
Filling available excavated earth (excluding hard rock/Ordinary rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.(PWD SOR Item No. 2.24 pno. 19)
Structural steel work using M.S. flats, angles, channels I-section, H-section etc. 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.(PWD SOR Item No. 10.2 pno. 303)
Supplying at site -Welded steel wire fabric of required width having rectangular mesh painted with two or more coats of enamel paint of approved shade over a coat of primer (Priming painting to be paid for separately). (PWD SOR Item No. 10.29.3 pno. 312)
Fixing Welded steel wire fabric fencing with posts of specified material and of standard design placed and embedded in cement concrete blocks 45x45x60cm of mix 1:5:10 (1cement :5 sand :10 graded stone aggregate 40mm nominal size) every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and struts embedded in cement concrete blocks 70x45x50cm of the same mix, provided with welded steel wire fabric fixed between the posts fitted and fixed with G.I. staples on wooden plugs or tied to 6 mm bar nibs with G.I. binding wire (cost of posts, painting, earth work in excavation and cement concrete to be paid for separately). (Labour rate only).(PWD SOR Item No. 10.33 pno. 312)
Construction Of Granular Sub base(PWD SOR road ansd bridges, wef 25.03.22 Item No. 4.1 pno. 23)Qty= 8*8*.150=9.60cum
Dry lean cement concrete sub base(PWD SOR road ansd bridges, wef 25.03.22 Item No. 6.1 pno. 36)Qty= 8*8*.100=6.4cum
Cement conctere pavement(PWD SOR road ansd bridges, wef 25.03.22 Item No. 6.3 pno. 36)Qty=8*8*.200=12.80cum
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