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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹14.8 LAccepted-AOC GRAM 141 TULBUL SUNDI TOLA HARDIYAMO GOMIA BOKARO | BOKARO | BOKARO | JHARKHAND | ₹14.8 L | 1 | Accepted-AOC Qualified |
| 2 | Rejected-Technical | - | - | Rejected-Technical Disqualified |
| 3 | Rejected-Technical AT PO NEAR MAHAVIR MANDIR TANDWA DIST CHATRA JHARKHAND 825321 | CHATRA | JHARKHAND | 825321 | - | - | Rejected-Technical Disqualified |
| 4 | Rejected-Technical | - | - | Rejected-Technical Disqualified |
| 5 | Rejected-Technical ASANATOD NAWADIH BOKARO | BOKARO | JHARKHAND | 825102 | - | - | Rejected-Technical Disqualified |
Tender Value
₹23.7 L
EMD Value
₹47,500
Closing Date
22 Jan 2026, 2:00 pmClosed
Executive Engineer, MID Bokaro.
o/o EE Minor Irrigation Division, Bokaro, Camp 2 Chas Court Area Bokaro.
Construction of 400 feet Pcc road from house of Sugan Manjhi to Shiv Mandir Under block- Gomia. Bokaro.
2026_WRD_109041_1
WRD/MID/BOKARO/F2-05/2025-26 (Gr no. 04)
Open Tender
Civil Works
180 days
GOMIA
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
₹47,500
29 Apr 2026
16 Jan 2026
24 Jan 2026
16 Jan 2026
22 Jan 2026
16 Jan 2026
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 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I. BCD 5.1.1
Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. With Grading-III Material. RCD 4.1 B (iii)
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing. RCD 6.02
Earth filling in foundaion trenches and plinth in layers not exceding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume). BCD 5.1.7
Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns etc. for mass concrete. BCD 5.3.17.1
Carriage of Materials :- (i) Cement
(ii) Sand
(iii) Stone Chips
Labour Cess 1%
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