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NTID 45957167
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💬 Talk to Our Bidding ExpertR r Damages On Mashnoo Taklech in Rampur-HP - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "R r Damages On Mashnoo Taklech" in Rampur-HP, India.
Public Works Department
Rampur-HP, Himachal Pradesh, India
NTID 45957167
- Opening Date : Thu 23rd July, 2026
- Closing Date : Thu 23rd July, 2026
- ₹ 1005896.00
- NTID 45957167
Key Values: Document Cost: 500.00 | EMD: 20500.00 | Estimated Cost: 1005896.00
Tender Description
R/r Damages On Mashnoo Taklech Road Km. 0/000 To 48/000 (portion Km. 12/000 To 37/000) (sh:- C/o Wire Crate B/wall At Rd 24/130 To 24/160 & Pcc B/wall At Rd 29/400 To 29/425)
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
20500.00 -
Document Cost
500.00 -
Estimated Cost
1005896.00
BOQ Items Total Items : 6 | Total Qty : 501.76
| # | 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. | 135.50 | Per cubic meter |
| 2 | Earth work in excavation for structure in all depth as per drawing and technical specification Clause 305-1 including setting out, construction of shoring and bracin , removal of stumps and other deleterious material and disposal in all lead and lift including dressisng of sides and bottom and back filling in trenches with excavated suitable material . 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 of rock( where blasting is prohibited) 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. | 63.75 | Per cubic meter |
| 3 | Providing and laying cement concrete 1:6:12 (1 cement:6 sand : 12 graded stone 40mm agregate nominal size) for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802,803, 1202 and 1203.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. | 6.00 | 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. | 59.00 | Per cubic meter |
| 5 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 . including all leads and lifts as per directions of Engineer in Charge. | 50.00 | Each |
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