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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.7 LAccepted-AOC SARIYA JHARKHAND | ₹19.7 L | L1 | Accepted-AOC Aoc |
| 2 | L2₹22.1 LRejected-Finance BOKARO JHARKHAND JH | ₹22.1 L | L2 | Rejected-Finance Reject |
| 3 | Rejected-Technical HADARI ICHAK HAZARIBAGH | HAZARIBAGH | HAZARIBAGH | JHARKHAND | - | - | Rejected-Technical Not Qualified |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not Qualified |
Tender Value
₹21.9 L
EMD Value
₹43,832
Closing Date
29 Nov 2025, 3:00 pmClosed
EO,BADKI SARAIYA NAGAR PANCHAYAT,SURIYA
EXECUTIVE OFFICER,BADKI SARAIYA NAGAR PANCHAYAT,SURIYA
CONSTRUCTION OF P.C.C ROAD FROM JAGESHWAR MANDAL HOUSE TO MURAT MANDAL KHET AT PAUDAIYATAND WARD NO-02 UNDER BADKI SARAIYA NAGAR PANCHAYAT ,SURIYA , GIRIDIH
2025_UDD_106899_1
01/2025-26(Gr No-19)
Open Tender
Civil Works
90 days
SARAIYA
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹43,832
25 Jan 2026
22 Nov 2025
1 Dec 2025
22 Nov 2025
29 Nov 2025
22 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 upto 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.
E/W Filling in foundation trenches and plingth in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dessed………..do……do…. all complete as per building specification and direction of E/l.
Sand filling in foundation trenches as per Drawing and Technical specification.
Providing designation 75 B one brick on edge soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/l.
Providing P.C.C.M - 200 with nominal mix 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.
excavation for strcutures - Earthwork in excavation for structure as per drawing and technical specification in ordinary soil by mechanical means upto 3m
P.C.C. M10 1:3:6 in foundation (Plain Cement Concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days)
random rubble masonry work in cement mortar (1:3) for foundation complete as per drawing and technical specification.
Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification. Granular material
Random Rubble masonry work in cement mortar 1:3 for sub–structure complete as per drawing and technical specification.
P.C.C.M15 (1:2:4) in sub structure (Plain Cement Concrete 1:2:4 nominal mix in sub structure complete as per drawings and technical specifications
(i) Sand
(ii) Cement
(iii) Stone chips
(iv) Stone Metal
(v) Boulder
(vi) Bricks
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tech_eval.pdf
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