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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹38.3 LAdmitted-Finance | +0.00% | ₹38.3 L | L1 | Admitted-Finance |
| 2 | L2₹39.1 LAdmitted-Finance BARA DURGA MANDIR ROAD GUMLA | +2.00% | ₹39.1 L | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | - | Rejected-Technical Technically disqualify. |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Technically disqualify. |
| 5 | Rejected-Technical AARANGI BLOK GHEGHRA DISTT CINLA | - | - | - | Rejected-Technical Technically disqualify. |
Tender Value
₹38.3 L
EMD Value
₹76,700
Closing Date
23 Mar 2026, 5:00 pmClosed
Executive Engineer
Executive Engineer, R.D.Spl.Div., Gumla.
Construction of P.C.C Road from Main Road to Community Health Centre, Ghaghra, Ghaghra block, district Gumla.
2026_RDSPL_111690_4
RDD/SD/GUMLA/24/2025-26
Open Tender
Civil Works
90 days
Ghaghra block, district Gumla.
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹76,700
2 May 2026
17 Mar 2026
25 Mar 2026
17 Mar 2026
23 Mar 2026
17 Mar 2026
Excavatin in road wayin soil by mechanical means including cutting and transporting the earth to site of embankment/dumping area widtha lead upto 1000m includding trimming bottom and side slops in accordance with requirements of lines grades and cross sections
Loosening, leveling and compacting original ground supporting embankment to facilitate placement of first layer of embankment , scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for emabakment construction.
Providing coarse clean sand in filling in foundation trenches or plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts includng cost of all materials, Labour, royalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume).
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
Constructon of un rain forced , dowel jointed,plane cement concrete pavement over aprepared sub base with approved grade cement @400kg per Cum coarse and fine aggrtigate conforming to IS383 , maximaum size of coparse aggregate not exceeding 25mm , mix in batching and mixing plant as per approved mix design transported to site , layed with affixed form or slip form paver, spread , compacted and finished in acontinious operations including provision ofcontractin expaction,const. and longitudinal join , joint filler , sepratin membane, sealent primer, joint sealent, debonding strip , dowel bar , tie rod , admixtures approved curing compound, finishing to lines and grades as per drawing
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)
Sign Board
Carriage of materials Sand
Stone chips
Cement
Stone Boulder
Add 18% G.S.T
Add 1% L.C
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