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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹19.0 LAdmitted-Finance | -0.01% | ₹19.0 L | L1 | Admitted-Finance |
| 2 | L2₹20.1 L+₹1.1 L (5.90%)Admitted-Finance | +5.89% | ₹20.1 L+₹1.1 L (5.90%) | L2 | Admitted-Finance |
| 3 | L3₹20.6 L+₹1.6 L (8.70%)Admitted-Finance GODDA ROAD LALMATIA GODDA 814165 JHARKHAND INDIA | GODDA | GODDA | JHARKHAND | 814165 | +8.69% | ₹20.6 L+₹1.6 L (8.70%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Not responded in confirmatory cycle |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical Not As per nit |
Tender Value
₹19.0 L
EMD Value
₹23,700
Closing Date
9 Apr 2026, 6:55 pmClosed
AE(C), RJML AREA
AREA OFFICE RAJMAHAL AREA, DHANKUNDA
Repairing and heightening of Guard wall at mines edge near Basdiha more of diversion along main road under Rajmahal Area.
2026_ECL_357761_1
ECL/RJML/AGM/AE(C)/ e-Ten/25-26/842 Dt-30.03.2026
Open Tender
Civil Works - Others
Percentage
30 days
Basdiha
Please refer Tender documents.
4 documents required · 4 mandatory
₹23,700
7 Aug 2026
30 Mar 2026
10 Apr 2026
30 Mar 2026
9 Apr 2026
30 Mar 2026
30 Mar 2026 - 2 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 |
|---|---|---|---|---|---|
| 1Item Description/ Heading | |||||
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | 1 | Cum | - | - |
| 3Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | |||||
| 4Supplying and stacking at site.63 mm to 45 mm size stone aggregate | |||||
| 5Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | |||||
| 6Random 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) | |||||
| 7Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate | |||||
| 8Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : Flush/ Ruled pointing | |||||
| 9Total impact of GST for the purpose of CTC | |||||
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