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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L3₹21.4 LAccepted-AOC AT NEAR PANCHAYAT BHAWAN MAHAGUMA PO MAHAGUMA DIST GODDA | MAHAGUMA | GODDA | JHARKHAND | ₹21.4 L | L3 | Accepted-AOC eemid godda letter no 209 dt 09.02.2026 |
| 2 | L1₹20.4 LRejected-Finance BHOJUCHACK MALICHACK DIST GODDA | GODDA | JHARKHAND | 813206 | ₹20.4 L | L1 | Rejected-Finance eemid godda letter no 209 dt 09.02.2026 |
| 3 | L2₹20.4 LRejected-Finance | ₹20.4 L | L2 | Rejected-Finance eemid godda letter no 209 dt 09.02.2026 |
| 4 | L4₹21.5 LRejected-Finance | ₹21.5 L | L4 | Rejected-Finance eemid godda letter no 209 dt 09.02.2026 |
Tender Value
₹21.5 L
EMD Value
₹43,000
Closing Date
24 Nov 2025, 5:00 pmClosed
EE, MID, GODDA
EE, MID, GODDA
Construction of PCC Road in Village - Kushmaha from Main Road to Idgah under Block - Mahagama, District - Godda
2025_WRD_106723_2
UNTIED/MID/GODDA/F2-11/2025-26
Open Tender
Civil Works
180 days
Block - Mahagama, Dist - Godda
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹43,000
15 Apr 2026
18 Nov 2025
25 Nov 2025
18 Nov 2025
24 Nov 2025
18 Nov 2025
E/W in excavation in Foundation Trenches in ordinary soil and disposal of excavated earth as obtained to a distance upto 50 m including all lifts…..do….as per E/I 5.1.1
Granular Sub-base with Well 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 Technical Specification Clause 401.(iii) For Grading I Material 4.1.B(i)
Providing PCC M-200 in nominal mix of (1:1.5:3) in foundation and plinth with approved qality of stone chips 20mm to 6mm size graded and clean coarse of F.M 2.5 to 3 including ,mixing cement concrete in mixer and placing in position ,vibrating,striking,curing,taxes and royality all complete as per building specification and direction of E/I. 5.3.1.1
Centering and shuttering including strutting,proping etc and removal of form for foundation all complete as per direction of E/I. 5.3.17.1
Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight 14.18 (iv)
Earth filling in foundation trenches and a plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with earth……do…….as per E/I. 5.1.7
Carriage of Materials Cement
Stone Chips
Stone Metal
Provision of GST @ 18%
Add 1% Labour Cess
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_143957.pdf
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details.html
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Tendernotice_1.pdf
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BOQ_143957.xls
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Tender Documents • 1.10 MB
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