Tender Details
Tender Title / Description
| Tender Title | Rejuvenation of rain damages to Flow irrigation scheme Rakkar Kuhl in Tehsil Palampur Distt Kangra H P |
|---|---|
| Tender Description | excavation in drain and channels etc. in all kinds of soil such as pick work,jumper work,blasting work soft and hard rock and saturated soil including dressing of sides and beds and disposing of excavated earth within all leads and lifts as per the direction of engineer-in-charge. providing and laying cement concrete 1:4:8 (one cement is to four sand is to eight graded stone aggregate 40 milimetre nominal size) and curing complete excluding the cost of form work in foundation and plinth within all leads and lifts as per the direction of engineer-in-charge. providing and laying cement concrete 1:2:4 (one cement is to two sand is to four graded stone aggregate 20 milimetre nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced cement concrete work in:- a) foundation,footings bases of column and the like mass concrete within all leads and lifts as per the direction of engineer-in-charge. b) walls (any thickness) not less then 0.10 metre thick |
| Comments | excavation in drain and channels etc. in all kinds of soil such as pick work,jumper work,blasting work soft and hard rock and saturated soil including dressing of sides and beds and disposing of excavated earth within all leads and lifts as per the direction of engineer-in-charge. providing and laying cement concrete 1:4:8 (one cement is to four sand is to eight graded stone aggregate 40 milimetre nominal size) and curing complete excluding the cost of form work in foundation and plinth within all leads and lifts as per the direction of engineer-in-charge. providing and laying cement concrete 1:2:4 (one cement is to two sand is to four graded stone aggregate 20 milimetre nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced cement concrete work in:- a) foundation,footings bases of column and the like mass concrete within all leads and lifts as per the direction of engineer-in-charge. b) walls (any thickness) not less then 0.10 metre thick |
Important Dates
| Published Date | |
|---|---|
| Due Date | 27 Sep 2025 00:00:00 |
Estimate and EMD
| Estimated Value | 0.0 |
|---|---|
| EMD | 0 INR |
| Processing Fee | 0 INR |