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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹56,656.87Admitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹62,571.11+₹5,914.24 (10.4%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹65,273.31+₹8,616.44 (15.2%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹66,547.93+₹9,891.06 (17.5%)Admitted-Finance | L4 | Admitted-Finance | ||
| 5 | L5₹68,064.72+₹11,407.85 (20.1%)Admitted-Finance | L5 | Admitted-Finance |
Tender Value
Refer Docs
EMD Value
₹20,000
Closing Date
20 Apr 2026, 6:00 pmClosed
Executive Engineer PWD Division Gandoh
Executive Engineer PWD Division Gandoh
Stage Contract for Flood Protection Work in Sub-Division Gandoh for the year 2026-27
2026_PWDJK_307560_1
E-NIT 03 of 2026-27
Open Tender
Civil Works
Percentage
Gandoh
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Executive Engineer PWD Division Gandoh
₹20,000
24 Apr 2026
9 Apr 2026
21 Apr 2026
9 Apr 2026
20 Apr 2026
9 Apr 2026
9 Apr 2026 - 13 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 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. in All kinds of soil : | - | cum | - | - |
| 2 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. in Ordinary Rock | - | cum | - | - |
| 3 | Slip clearance In ordinary soils disposal lead upto 50 m and lift upto 1.5 m. | - | cum | - | - |
| 4 | Slip clearance In soils; mixed with moorum/ Kankar/ shingle/ boulders; disposal lead upto 50 m and lift upto 1.5 m. | - | cum | - | - |
| 5 | Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with Cement mortar 1:6 (1 Cement : 6 coarse sand) (nallah stone) | - | cum | - | - |
| 6 | Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone | - | cum | - | - |
| 7 | Hand-packing stones in wire-crates; excluding cost of crates and stones | - | cum | - | - |
| 8 | Extra for every additional lift of 1.5 m or part there of beyond 1.5 m height for hand-packing of stones in wire-crates | - | cum | - | - |
| 9 | Opening out old wire crates those and re-binding after filling. | - | sqm | - | - |
| 10 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: 1:3:6 or richer mix (i/c equivalent design mix) | - | cum | - | - |
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