- Home
- >
- Tender
- >
- Himachal Pradesh Tender
- >
- Department of Public Works Department
- >
NTID 43870382
ProcXpert
Share Your purchase requirement, Our ProcXpert team will Connect you to right Supplier.
Inquiry Now
Need Expert Help with Tenders?
Whether it's GeM, eProcurement, or State Portals — our professionals assist you end-to-end with eligibility, documentation, and timely bid submission.
💬 Talk to Our Bidding Expert5 7 Mtr Wide Formation Cutting in Sirmaur - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "5 7 Mtr Wide Formation Cutting" in Sirmaur, India.
Public Works Department
Sirmaur, Himachal Pradesh, India
NTID 43870382
- Opening Date : Wed 11th February, 2026
- Closing Date : Wed 11th February, 2026
- ₹ 0.00
- NTID 43870382
Key Values: Document Cost: 2000.00 | EMD: 94000.00 | Estimated Cost: 0.00
Tender Description
5/7 Mtr Wide Formation Cutting In Km 3/970 To 7/585 And Construction Of R/wall At Rd 2/310 To 2/330,2/570 To 2/595, 5/585 To 5/605 And 6/270 To 6/285) Scdp
Documents
Get Complete Tender Details Now - Download the Document!
Download Now – Only ₹200-
Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
-
Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
94000.00 -
Document Cost
2000.00 -
Estimated Cost
Refer Documents
BOQ Items Total Items : 3 | Total Qty : 18255.61
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Excavation in earth work in in hilly area all height and depths and in all kinds of soils including saturated soil comprising of mixed soil oridinary rock and hard rock. All works road rock cutting by blasting shall be carried out by taking all necessary precutions against soil erosion damage to hill side water pollution etc, and to protect stability of hill side.Rock shall be excavated with chieseling and wedging out rock( where blasting is prohibited).All earth work in cutting/ excavation, including rock excavation shall be carried out true to lines grades sides slopes,width, camber,super elevation and level as shown on the drawings or as directed by the Engineer-in-Charge in confirmity with the requirement of technical specification for Rural road August 2004(Two thousand Four),C-1603.1, 1603.2(Clause- One thousand Six hundred three point one, One thousand Six hundred three point two) to achieve designed formation width including hauling and stacking of materials useful for construction at suitable sites and safe disposal of unserviceable cut material and specificed manner, systematically with due consideration to avoiding adverse effects on environment, trimming,filling of unvenness blindage and finishing of the road to specified diamensions to the entire satisfaction as directed by the Engineer-in-Charge for smooth plying of traffic.The recovery for stones where useful or not i.e. 856.19 (Eight Hundred Fifty Six point One Nine Cubic metre @ 300/- (Rs. Three hundred )only per Cubic metre shall be effected on pro-rata basis. Any loss to the public and private property during the course of excavation shall be the absolute responsibility of the contractor,which shall have to be duly compensated by him at his on cost in all cases including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge. | 17297.05 | Per Cubic metre |
| 2 | Earthwork in exca. For structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing removal of stumps and other delelterious material and dsposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material including all leads, lifts and carriage of materials and other incidential charges complete as per entire satisfaction of the Engineer-in-charge. | 296.16 | Per Cubic metre |
| 3 | Providing and laying of builder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone bouldeRs. weighing not less then 25 kg each as per drawing and technical specifications Clause 1301 | 662.40 | Per Running metre |
You Are Free Trail User
PAY PER TENDER
Purchase Access To Download Selected Documents
₹ 200
Select this Plan SUBSCRIBE PLAN
For a one-time fee, you get unrestricted access to all documents and for a minimum of one year.
UNLIMITED
DOWNLOAD
Select this Plan
₹ 7000
Plan
Standard Plane
Day/Month
Standard Plane
Call Tender Expert
info@nationaltenders.In
Sales: +91 7383 93 4054