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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
Tender Value
₹16.0 Cr
EMD Value
₹26.0 L
Closing Date
5 Mar 2026, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Chief Engineer, CEG, GSO
GSO Annex building, Kalpakkam - 603102
Construction of Hospital First floor Phase-III, Service Block and Auxiliary block in DAE Hospital, Anupuram.
2026_GSO_896808_1
GSO/CTC/CEG/297/2026
Open Tender
Civil Works - Buildings
Item Rate
545 days
Anupuram
As stipulated in NIT/tender
8 documents required · 8 mandatory
₹0
₹26.0 L
19 Mar 2026
11 Feb 2026
6 Mar 2026
11 Feb 2026
5 Mar 2026
26 Feb 2026
12 Feb 2026 - 23 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork in open / Surface Excavation not exceeding 300mm in depth but exceeding 1.5m in width as well as 10 sq.m on plan in all types of soil, mixture of gravel and disintegrated rock, hard stiff clay including grading and levelling neatly by breaking clods, disposal of excavated earth upto 50m lead & lift upto 1.5m, (Disposed soil to be levelled by breaking clods, if any and neatly dressed) etc., all complete as per specifications. | 710 | Cu.m | - | - |
| 2Earthwork excavation by mechanical means (Hydraulic excavator) / manual means for foundations, trenches, etc., not exceeding 1.5m in width or 10 sqm on plan in hard gravelly soil and other types of soil including shoring, strutting, bailing of water, if necessary, dressing of sides, levelling and ramming the bottom of trenches, refilling the sides of foundation as required with selected excavated earth and depositing / disposing the surplus earth (Disposed soil to be levelled by breaking clods, if any and neatly dressed) stacking the excavated material away from edge of trenches within a lead of 50 metres, etc., all complete as per specifications and as directed by the Engineer-in-charge. (Note: Only plan dimension of the foundation concrete shall be measured for payment except for under ground water proofing.) | |||||
| 2.1 | All kinds of soil upto 1.50mtr depth | 870 | Cu.m | - | - |
| 2.2 | All kinds of soil exceeding 1.50 mtr depth but not exceeding 3.00 mtr depth | 585 | Cu.m | - | - |
| 3Earthwork excavation by mechanical means (Hydraulic excavator)/ manual means for foundations, trenches, etc., not exceeding 1.5mtr. in width or 10 sqm on plan in following type of soil/rock including bailing of water, if necessary, dressing of sides, levelling and ramming the bottom of trenches, refilling the sides of foundation as required with selected excavated earth and depositing / disposing the surplus earth (Disposed soil to be levelled by breaking clods, if any and neatly dressed) stacking the excavated material away from edge of trenches within a lead of 50m, etc., all complete as per specifications and as directed by the Engineer-in-charge. | |||||
| 3.1 | Ordinary/ soft rock upto 1.50 mtr. Depth | 10 | Cu.m | - | - |
| 3.2 | Ordinary/ soft rock exceeding 1.50 mtr. depth but not exceeding 3.0 mtr. depth | 10 | Cu.m | - | - |
| 4 | Excavating trenches of required width by mechanical means (Hydraulic excavator)/ manual means for pipes, cables etc., for depth upto 1.5m in all kinds of soil including excavation for sockets, dressing of sides, ramming of bottoms, getting out the excavated soil and then refilling the soil as required in layers not exceeding 200mm in depth, consolidating each deposited layer by ramming, watering etc., and disposing of surplus excavated soil as directed within a lead of 50m, (Disposed soil to be levelled by breaking clods, if any and neatly dressed) etc., all complete as per specification. | 250 | Cu.m | - | - |
| 5 | Supplying and Filling with selected Earth brought from outside sources for basement, foundation sides, etc., including conveyance by lorry load , filling in layers of not more than 200mm depth, each layer shall be well consolidated including watering and dressing sides, levelling, dressing the top surface to required level, etc., all complete as per standard specifications and as directed by Engineer-in-charge. | 50 | Cu.m | - | - |
| 6 | Filling available selected excavated earth (excluding rock) available at site in trenches, plinth, sides of foundation, etc., in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming and watering, levelling and dressing the top surface, lead upto 200m and lift upto 1.5m etc., all complete as per specification. | 450 | Cu.m | - | - |
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CEG297FormofAgt.pdf
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CEG297PartI-Vol-II.pdf
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CTC297Corrigendum4.pdf
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