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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹1.2 LAccepted-AOC AT HARINA BASTI P O NAWAGARH DHANBAD JHARKHAND PIN 828306 | NAWAGARH | DHANBAD | JHARKHAND | 828306 | ₹1.2 L | L-1 | Accepted-AOC L-1 |
| 2 | L-2₹1.3 LRejected-Finance | ₹1.3 L | L-2 | Rejected-Finance L-2 |
| 3 | L-3₹1.5 LRejected-Finance AT BHIMKANALI PO KHANUDIH DHANBAD JHARKHAND PIN 828306 | DHANBAD | DHANBAD | JHARKHAND | 828306 | ₹1.5 L | L-3 | Rejected-Finance L-3 |
| 4 | L-4₹1.6 LRejected-Finance AT BADA PANDEYDHH P O KHANUDHH DHANBAD JHARKHAND PIN 828307 | DHANBAD | DHANBAD | JHARKHAND | 828307 | ₹1.6 L | L-4 | Rejected-Finance L-4 |
Tender Value
₹1.5 L
EMD Value
₹1,900
Closing Date
26 Mar 2026, 6:00 pmClosed
General Manager Block II Area
Office of the General Manager Block II Area
Repairing of 6 nos. barrier and filling pot holes at different places under Block-II Area
2026_BCCL_357286_1
GM/BII/CIVIL/E-TENDER/25-26/86 dated-21.03.2026
Open Tender
Civil Works - Others
10 days
BLOCK II AREA
AS PER NIT
3 documents required · 3 mandatory
₹1,900
28 Apr 2026
21 Mar 2026
27 Mar 2026
21 Mar 2026
26 Mar 2026
21 Mar 2026
21 Mar 2026 - 26 Mar 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 |
|---|---|---|---|---|---|
| 1Providing 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-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources). | |||||
| 2Demolishing 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 (i/c equivalent design mix) | |||||
| 3 | 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. | - | cum | 214.15 | - |
| 4Granular Sub-base with Close Graded Material (Table:- 400-1) By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) for grading- II Material. | |||||
| 5Total impact of GST for the purpose of CTC | |||||
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