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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Admitted-Fee/PreQual/Technical/Finance 00 MAHAGAMA GHAT NIMA MAHAGAMA LALMATIA VILLAGE TOWN GHAT NIMA LALMATIA CITY GODDA GODDA JHARKHAND 814165 INDIA | GODDA | JHARKHAND | 814165 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹7.0 L
EMD Value
₹8,800
Closing Date
21 Mar 2026, 6:55 pmClosed
AE(C), RJML AREA
AREA OFFICE RAJMAHAL AREA, DHANKUNDA
Construction of 03 nos. well (1.80 metre dia and 12.00 metre depth) at Five tola of Bara Simra under Rajmahal Area.
2026_ECL_356358_1
ECL/RJML/AGM/AE(C)/ e-Ten/25-26/636 Dt-11.03.2026
Open Tender
Civil Works - Others
Percentage
45 days
Bara Simra rehab site
Please refer Tender documents.
3 documents required · 3 mandatory
₹8,800
23 Mar 2026
11 Mar 2026
23 Mar 2026
11 Mar 2026
21 Mar 2026
11 Mar 2026
11 Mar 2026 - 14 Mar 2026
Item Description/ Heading
By Mechanical Transport including loading,unloading and stacking:Earth Lead - 1 km
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m, as directed by Engineer-in-charge. All kinds of soil
Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.All kinds of soil. 1.5 mtrs to 3.00 mtrs lift
Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.All kinds of soil. 3.00 mtrs to 4.50 mtrs lift
Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.All kinds of soil. 4.50 mtrs to 6.00mtrs lift
Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.All kinds of soil. 6.00 mtrs to 7.50mtrs lift
Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.All kinds of soil.7.50 mtrs to 9.00mtrs lift
Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.All kinds of soil.9.00 mtrs to 10.50mtrs lift
Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.All kinds of soil.10.50 mtrs to 12.00 mtrs lift
Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand)
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate
12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand)
Brick flat soling single layer
Total impact of GST for the purpose of CTC
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finance_369201.pdf
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Tendernotice_1.pdf
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Tendernotice_2.pdf
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BOQ_369201.xls
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