Tender Details
Tender Title / Description
| Tender Title | Establishment of Hill Garlic Handling and Processing unit at Tandar, Chenani District Udhampur under the HADP of NICHE CROPS |
|---|---|
| Tender Description | clearing and levelling of site by employing labour, tool and tackle and levelling of ground by employing men and machinery for start of work. the job includes labour cost, hire charges of tools and tackles, machinery and taxes as applicable. earthwork in excavation (foundations, plinth, raft etc) by manual means over area for levelling purpose including disposal of excavated earth beyond 1m from cutting edge and should be disposed in near-by all kind of soil for 01 nos. sheds of size 120’x25’x12’250’x1’x1’-6” + 24(4’x2’x2’) = 759 cft = 21.48 area to be excavated keeping in view the earthquake resistance for which an ms mesh (10 mm) is to be provided in the base foundation of the plinth providing and laying of cement concrete (1:5:10) using 40mm nominal size nallah stone. including curing but excluding the cost of centring and shuttering. all work upto plinth level quantity = 250’x1’x3’’ + 24(2’x2’x3’’) = 86.50 cft = 2.416 steel reinforcement for r.c.c. work including straightenin |
| Comments | clearing and levelling of site by employing labour, tool and tackle and levelling of ground by employing men and machinery for start of work. the job includes labour cost, hire charges of tools and tackles, machinery and taxes as applicable. earthwork in excavation (foundations, plinth, raft etc) by manual means over area for levelling purpose including disposal of excavated earth beyond 1m from cutting edge and should be disposed in near-by all kind of soil for 01 nos. sheds of size 120’x25’x12’250’x1’x1’-6” + 24(4’x2’x2’) = 759 cft = 21.48 area to be excavated keeping in view the earthquake resistance for which an ms mesh (10 mm) is to be provided in the base foundation of the plinth providing and laying of cement concrete (1:5:10) using 40mm nominal size nallah stone. including curing but excluding the cost of centring and shuttering. all work upto plinth level quantity = 250’x1’x3’’ + 24(2’x2’x3’’) = 86.50 cft = 2.416 steel reinforcement for r.c.c. work including straightenin |
Important Dates
| Published Date | |
|---|---|
| Due Date | 04 Nov 2025 00:00:00 |
Estimate and EMD
| Estimated Value | 50.0 Lakh |
|---|---|
| EMD | 0 INR |
| Processing Fee | 0 INR |