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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.2 LAccepted-AOC VILL SATGAWAN P O P S HARIHARGANJ DISST PALAMAU 822131 | PALAMU | JHARKHAND | 822131 | ₹16.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹18.5 LRejected-Finance | ₹18.5 L | L2 | Rejected-Finance L2 |
| 3 | L3₹18.8 LRejected-Finance | ₹18.8 L | L3 | Rejected-Finance L3 |
Tender Value
₹25.0 L
EMD Value
₹49,930
Closing Date
27 Nov 2025, 2:00 pmClosed
EXECUTIVE OFFICER NAGAR PANCHAYAT HARIHARGANJ
HARIHARGANJ NAGAR PANCHAYAT
Constructioon of PCC Road From NH Belodar More to Jaggu Chouk. Ward no.-13 At -Belodar
2025_UDD_106569_2
UDD/HNP/01/2025-26
Open Tender
Civil Works
60 days
HARIHARGANJ
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹49,930
12 Feb 2026
14 Nov 2025
28 Nov 2025
14 Nov 2025
27 Nov 2025
14 Nov 2025
EARTH WORK IN EXCAVATION in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance up to 50 M. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l.
Granular Sub-base with coarse Graded Material (Table-GSB Analisys) Construction of granular sub-base by providing close graded material. Spreading in uniform layers with motor graded on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density complete as per clause 401 With Grading-I Material S.O.R Item No 4.01 B (i)
Providing P.C.C. M -20with nominal mix of (1:1.5:3) in foundation with approved quality of stone chips 20 mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/l.
Centering and shuttering including strutting, propping etc. and removal of form for
Hume Pipe of NP3 300mm Dia
Earth filling in foundation trenches and plinth in layers not exceeding 150 mm. thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation frenches within a lead of 50 M. and lift of 1.5 M all complete as per building specification and direction of E/l (Mode of measurement compacted volume).
(i)Cement
(ii)Sand - 12 KM
(iii)Chips - 20 KM
(iv)GSB
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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Tendernotice_1.pdf
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NITDOC.pdf
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BOQ_143674.xls
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