“Help Us” to get most relevant tenders
Popular Keyword
ProcXpert
Share Your purchase requirement, Our ProcXpert team will Connect you to right Supplier.
Inquiry Now
Construction Of Type-ii Reside, Champawat - Tender Details
Explore tender information for Construction Of Type-ii Reside in Champawat, including eligibility, deadlines, and bid specifics.
Uttarakhand Pey Jal Nigam
Champawat, Uttarakhand, India
NTID 39000297
Opening Date : Tue 11th February, 2025- Closing Date : Fri 7th February, 2025
- ₹ 28320000.00
- NTID 39000297
Construction Of Type-ii Residence, Gates, Boundary Walls, Garage, Guard Room And Protection Walls At Tehsil Pati , Distt- Champawat
Key Values: Document Cost: 5900.00 | EMD: 566000.00 | Estimated Cost: 28320000.00
Documents
Get Complete Tender Details Now – Download the Document!
Buy This Document-
Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
-
Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
566000.00 -
Document Cost
5900.00 -
Estimated Cost
28320000.00
BOQ Items Total Items : 175 | Total Qty : 76770.92
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 303.08 | Cum |
| 2 | Supplying and filling in plinth with gola sand under floors, including watering, ramming, consolidating and dressing complete. | 10.92 | Cum |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | 154.52 | Cum |
| 4 | Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). | 20.99 | Sqm |
| 5 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth. | 43.38 | Sqm |
You Are Free Trail User
PAY PER TENDERPurchase Access To Download Selected Documents
₹ 200
Select this Plan
SUBSCRIBE PLAN 
For a one-time fee, you get unrestricted access to all documents and for a minimum of one year.
UNLIMITED
DOWNLOAD
Select this Plan
₹ 7000
Plan
Standard Plane
Day/Month
Standard Plane
Call Tender Expert
info@nationaltenders.In
Sales: +91 7383 93 4054