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Tender ID
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 |
| 2 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
Tender Value
₹32.5 L
EMD Value
₹65,100
Closing Date
5 Nov 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
Dr. Homi Sethna Building, GSO, Kalpakkam - 603102
Masonry Repairs and Maintenance works in Residential and Non Residential buildings in ATS during the year 2026-2027.
2026_GSO_930144_1
GSO/CTC/CEG/388/2026
Open Tender
Civil Works - Buildings
Item Rate
365 days
Anupuram
As stipulated in NIT/tender
8 documents required · 8 mandatory
₹0
₹65,100
6 Nov 2026
16 Oct 2026
6 Nov 2026
16 Oct 2026
5 Nov 2026
30 Oct 2026
17 Oct 2026 - 28 Oct 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 sqm 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. | 50 | Sq.m. | 1 | ₹50 |
| 2Earthwork excavation by 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. | |||||
| 2.1 | All kinds of soil upto 1.50mtr depth | 50 | Cu.m | 1 | ₹50 |
| 3 | Earthwork excavation for trial pits of required size in hard gravelly soil and other types of soil upto 1.50 mtr. depth without damaging the existing underground service lines including shoring, strutting, bailing of water, protection of existing underground utilities such as water line, service cables, etc., refilling the sides of trial pit 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) with a lead of 50 metres and finishing the surface to proper level etc., all complete as per specifications and as directed by Engineer- in-Charge. | 1 | Cu.m | 1 | ₹1 |
| 4 | 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, lift upto 1.5m, with a lead of 1 Km etc., all complete as per specification. | 20 | Cu.m | 1 | ₹20 |
| 5Disposal of surplus excavated earth / Debris by collecting, loading, transporting by mechanical means and unloading them at places as shown by the department within a lead specified below and levelling, etc., all complete as per specifications and as directed by the Engineer-in-charge. Note: 1) The rates in respect of this item are applicable for the NET Quantities arrived at after making deductions for voids @ 20% in respect of soil and @ 50% in respect of rock from the corresponding stack / truck measurements. 2) The earth shall be dumped well inside the dumping yard and not over approach pathway road. | |||||
| 5.1 | Exceeding 1.0 Km but not exceeding 2.0 Kms | 25 | Cu.m | 1 | ₹25 |
| 6 | Providing gravel base of approved thickness for flooring, kerbwall, etc., including supplying gravel, spreading gravel in uniform layers, watering, ramming, consolidating, dressing the top surface to the required level, etc., all complete as directed by the Engineer-in-charge. | 5 | Cu.m | 1 | ₹5 |
| 7Providing and laying in position of plain cement concrete using hard granite broken stone for all insitu levelling courses in foundations, floor, roof screeding, encasing pipes, etc., including mechanical mixing, ramming, compaction, leveling, curing, dewatering, if any including the cost of formwork etc., all complete as per specifications. | |||||
| 7.1 | 1 : 2 : 4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) | 20 | Cu.m | 1 | ₹20 |
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388Annexure2to4.pdf
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TR388FormofAgt.pdf
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