Tender For Slope Protection Work Of Nh-507 Near Intake Site Of Lakhwar Mpp.
Tender Value
1.97 Crore
Estimated cost
Bid Submission
12 Nov 2026
16 days left
EMD
3.95 Lakhs
Bank guarantee accepted
Document Fee
11800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Dehradun → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Slope Protection Work Of Nh-507 Near Intake Site Of Lakhwar Mpp.
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction |
| 2 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) |
| 3 | Rock Anchor 32 mm dia. Length up to 6.0 m / As per Technical Specification (4.5.4/4.10.1/4.10.2) |
| 4 | Self Drilling Anchor R25 Length up to 6.0 m /As per Technical Specification (4.5.8/4.10.1) |
| 5 | PVC pipes 75mm nominal dia. /As per Technical Specification (15.5 /15.7.5) |
| 6 | Plain/Reinforced cement concrete complete as per drawing and technical specifications. PCC Grade M15 |
| 7 | Plain/Reinforced cement concrete complete as per drawing and technical specifications. PCC Grade M20 |
| 8 | Plain/Reinforced cement concrete complete as per drawing and technical specifications. PCC Grade M25 |
| 9 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications |
| 10 | Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction |
| 11 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction |
| 12 | Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) |
| 13 | Supp'y and fixing of 200 GSM Geo Textile Membrane |
| 14 | Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions of galvanized steel, of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 3 mm for gabions, edge/selvedge wire diameter 3.9 mm and lacing wire diameter 2.2 mm. (The work includes filling boulders in the gabions). |
| 15 | Engaging and operation of one no. Hydraulic excavator of 1 cum bucket/backhoe cum loader machine (preferably JCB) with one operator/driver, helper i /c of the fuel, lubricants and repair maintenance etc. for removal of slip / landslide / excavated earth/ excavation in dry and wet condition etc. complete in all respect as per direction of Engineer-in-charge. (NSI) |
| 16 | Engaging and operation of one no. Tipper(5cum.) with one operator / driver, helper i/c cost of the fuel, lubricants and repair maintenance etc. for removel of slip/landslide/excavated earth/ excavation in dry and wet condition etc. complete in all respect as per direction of Engineer-in-charge.(NSI) |
| 17 | Engaging and operation of one no. Tractor with trolley for removal of slip / landslide/ excavated earth etc. complete in all respect as per direction of Engineer-in-charge.(NSI) |
| 18 | Disposal of land slide/slip/excavated material/ dismantled material/ malba/rubbish/ similar unserviceable by mechanical transport including loading, transporting, unloading to dumping ground for lead beyond 1.0 Km for all lifts, complete as per directions of Engineer-in-charge. The distance shall be measured one side only and the volume of material will be calculated by applying the following bulking factors: (a) For common excavation material -1.2 (b) For excavated rock - 1.4 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 19, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 16 daysNov 16, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 20 daysTender Documents
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