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NTID 47124614
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💬 Talk to Our Bidding ExpertMasonry Repairs And Maintenanc in Kanchipuram - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Masonry Repairs And Maintenanc" in Kanchipuram, India.
General Services Organisation
Kanchipuram, Tamil Nadu, India
NTID 47124614
- Opening Date : Fri 6th November, 2026
- Closing Date : Thu 5th November, 2026
- ₹ 3255000.00
- NTID 47124614
Tender Description
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
65100.00 -
Document Cost
Refer Documents -
Estimated Cost
3255000.00
BOQ Items Total Items : 104 | Total Qty : 6032.5
| # | Item | Quantity | Units |
|---|---|---|---|
| 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. |
| 2 | Earthwork 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. | ||
| 3 | All kinds of soil upto 1.50mtr depth | 50 | Cu.m |
| 4 | 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 |
| 5 | 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 |
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