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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.8 LAccepted-AOC | ₹4.8 L | L1 | Accepted-AOC Quoted rate is 5.55 percent below |
| 2 | Rejected-Technical AT BIJAIN POST BAHERA P S PIPARWAR DISTT CHATRA JHARKHAND | CHATRA | JHARKHAND | - | - | Rejected-Technical unsuccessful not being lowest bidder |
| 3 | Rejected-Technical | - | - | Rejected-Technical unsuccessful not being lowest bidder |
| 4 | Rejected-Technical AT NEW MANGARDAHA POST BAHERA P S PIPARWAR DISTT CHATRA JHARKHAND | - | - | Rejected-Technical unsuccessful not being lowest bidder |
Tender Value
₹5.1 L
EMD Value
₹6,400
Closing Date
25 Apr 2026, 11:00 amClosed
Staff Officer (Civil), PPR Area
GM OFFICE PPR AREA
Repairing of damaged tedhi bridge for restoration of motorable condition for light vehicle under Ashoka OCP, Piparwar Area.
2026_CCL_358332_1
GM(PPR)/Civil/Etender26-27/57
Open Tender
Civil Works - Others
Percentage
30 days
tedhi bridge
AS PER NIT
3 documents required · 3 mandatory
₹6,400
23 Jun 2026
13 Apr 2026
27 Apr 2026
15 Apr 2026
25 Apr 2026
15 Apr 2026
15 Apr 2026 - 22 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | 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 :1:1.5:3(1 cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.02 | 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. | - | kg | - | - |
| 1.03 | Demolishing 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 (including equivalent design mix) | 1 | Cum | - | - |
| 1.04 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6(1 cement :6 coarse sand) | - | Cum | - | - |
| 1.05 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up
to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.06 | 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 and for all lif. | - | Cum | - | - |
| 1.07 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and
applying a priming coat of approved steel primer all complete. | 1 | Kg | - | - |
| - | Total impact of GST for the purpose of CTC | - | Nos | - | - |
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_371208.pdf
boq_comp_chart.xlsx
xlsx
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details.html
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Tendernotice_1.pdf
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BOQ_371208.xls
BOQ • 0.29 MB
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