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NTID 43161499
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💬 Talk to Our Bidding ExpertR r Damages On Sikken Dinger K in Sirmaur - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "R r Damages On Sikken Dinger K" in Sirmaur, India.
Public Works Department
Sirmaur, Himachal Pradesh, India
NTID 43161499
- Opening Date : Sat 20th December, 2025
- Closing Date : Sat 20th December, 2025
- ₹ 0.00
- NTID 43161499
Tender Description
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
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EMD
28000.00 -
Document Cost
500.00 -
Estimated Cost
Refer Documents
BOQ Items Total Items : 4 | Total Qty : 561.66
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Earth work in excavations for structure as per drawing and technical specifications clause 305.1 (Clause ThreeHundred Five point One) including setting out, construction of shoring and bracing removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material in all leads and lifts to the entire satisfaction as per direction of Engineer-in- Charge. | 138.10 | Per Cubic Metre. |
| 2 | Providing and laying concrete for plain/reinforced concrete in open foundations complete as par drawings and technical specifications C- 802, 803, 1202 & 1203(Clause - Eight hundred Two, Eight hundred Three, One thousand Two hundred Two and One thousand Two hundred Three) 1:4:8. (One Cement : Four Sand : Eight graded stone) aggregate 25 mm nominal size and curing complete including the cost of form work and carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-in-Charge. | 255.56 | Per Cubic Metre. |
| 3 | Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm (One Hundred ) dia PVCpipe extending through the full with of the structures with slop of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 (Clause - Six hundred Fourteen, Seven hundred Nine, One thousand Two hundred Four point Three point Seven) ),including hauling /carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-in- Charge | 120.000 | Each |
| 4 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 in granular material and as per direction of the Engineer-in Charge, including carriage of all labour equipments and materials to various locations through all modes of transportation in all leads and lifts to the entire satisfaction of the Engineer-in-Charge. | 48.00 | Per Cubic Meter. |
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