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NTID 45957166
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💬 Talk to Our Bidding ExpertRecovery Restoration Work On in Rampur-HP - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Recovery Restoration Work On" in Rampur-HP, India.
Public Works Department
Rampur-HP, Himachal Pradesh, India
NTID 45957166
- Opening Date : Thu 23rd July, 2026
- Closing Date : Thu 23rd July, 2026
- ₹ 1523719.00
- NTID 45957166
Key Values: Document Cost: 500.00 | EMD: 30500.00 | Estimated Cost: 1523719.00
Tender Description
Recovery & Restoration Work On Kashdhar Darkali Road Km. 0/000 To 22/700 (sh:- C/o 3.00 Mtrs Span Rcc Slab Culvert At Km. 1/270 & U-shape Drain In Km. 0/850 To 1/270)
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
30500.00 -
Document Cost
500.00 -
Estimated Cost
1523719.00
BOQ Items Total Items : 10 | Total Qty : 1017.46
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Excavation in Hill area by manual/mechanical means:- Excavation in soil in hill areas all heights and depth in all kind of soil including saturated soil comprising of mixed soil, ordinary rock and hardd rock all work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion, damage to hill side, water pollution etc. and to protect stability of hill side. Rock shall be excavated with chiselling and wedging out rock( where blasting is prohibited) including cutting and trimming of side slopes and disposing of excavated earth with a lift upto all heights and all leads as directed by the Engineer-in-Charge, in conformately with the requirement of technical specification of rural roads clause 1603.1 all useful material such as stone, shingle, aggregates& slate etc. shall be sorted out and stacked along the road side properly. Any loss to the public and private property to during the course of execution shall be the absoulte responsibility of the contractor which shall have to be duly compensated by him in all cases. | 24.60 | Per cubic meter |
| 2 | Earth work in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all leads , dressing of sides and bottom and back filling in trenches with excavated suitable material in ordinary soil upto all depth. as directed by the Engineer-in-Charge.all useful material such as stone, shingle, aggregates& slate etc. shall be sorted out and stacked along the road side properly. Any loss to the public and private property to during the course of execution shall be the absoulte responsibility of the contractor which shall have to be duly compensated by him in all cases. | 124.04 | Per cubic meter |
| 3 | Providing and laying cement concrete 1:5:10 (1 cement : 5 sand : 10 agregate stone 40mm nominal size) including the cost of form work for plain/ reinforced concrete in retaining walls, breast walls, the size of plum should be 150 to 300 mm. as per drawing and H.P.P.W.D. technical specifications. including the cost of form work and hauling of material in all leads and lifts as per the entire satisfaction and direction of the Engineer-in-Charge. | 13.02 | Per cubic meter |
| 4 | Providing and laying cement concrete 1:4:8 (1 cement : 4 sand :8 Graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth in breast and retaining walls etc. including carriage of material within all leads and lifts and as per HP.PWD. specifications of 1990 volume-I and as per direction of Engineer-in-charge. | 58.10 | Per cubic meter |
| 5 | Providing and laying in position cement concrete ofspecified grade excluding the cost of centering and shuttering 1:3:6 (1 Cement : 3 coarse sand) : 6 graded stone aggregate 20 mm nominal size) including carriage of material within all leads and lifts and as per HP.PWD. specifications of 1990 volume-I and as per direction of Engineer-in-charge. | 115.52 | Per cubic meter |
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