Tender For Slope Stabilization Work Between Ch. 14.065 Km To 14.135 Km On Zero Bridge Koteshwar Road.
Tender Value
4.39 Crore
Estimated cost
Bid Submission
28 Nov 2026
21 days left
EMD
8.78 Lakhs
Bank guarantee accepted
Document Fee
2950
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Tehri Garhwal → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Slope Stabilization Work Between Ch. 14.065 Km To 14.135 Km On Zero Bridge Koteshwar Road.
BOQ
| Sl. No. | Item Description |
| 1 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil. |
| 2 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in-Charge: All kind of soil. |
| 3 | Disposal of Excavated earth similar unserviceable, dismantled or waste material by mechanical transport including loading,transporting, unloading to approved municipal dumping ground for lead upto 5 km for all lifts, complete as per directions of Engineer-in-charge. |
| 4 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads. But excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete.Concrete of M10 grade with minimum cement content of 220 kg /cum. |
| 5 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana /Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate /retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads including the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge. Concrete of M30 grade with minimum cement content of 352 kg /cum. |
| 6 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate /retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads including the cost of centering, shuttering and finishing as per direction of the engineer-in-charge. Concrete of M25 grade with minimum cement content of 310 kg /cum. |
| 7 | Steel reinforcement for R.C.C. work including straightening,cutting,bending, placing in position and binding all complete upto plinth level. |
| 8 | Supply & Installation of self drilling hollow soil/rock anchor of 38 mm dia outer dia, suitable for drilling in soil/ overburden/ rock and its grouting. Installation with sacrificial drill bit including cost of anchor, coupler, spacer and secrificial drill bit, drilling and its installation etc. to complete the work in all respect as per drawing and technical specifications but excluding the cost of grouting. |
| 9 | Grouting cement slurry in grout holes under specified pressure for consolidation /contact grouting including cost of all materials, machinery, labour, predrilling wherever necessary, ventiIation, Iighting, drainage and other ancillary operations etc. complete as per Drawing and Technical Specifications. |
| 10 | Horizontal Drainage Boring methods on the types of Sandy Soil / Cohesive Soil and drilling length including cost of all materials, machinery, labour and all other ancillary operations etc. (Nominal Diameter of drilling pipe- 90 mm). (Nominal Diameter of drilling pipe- 90 mm) for length of 16.7 m. |
| 11 | Supply, carriage, installation and fixing of 75 mm dia PVC semi perforated drainage pipe in drilled holes/identified locations for seepage water drainage, including all arrangement and all incidental works complete as per approved drawings and direction of Engineer-in-Charge. |
| 12 | Supply, carriage, installation and fixing of 100 mm dia PVC drainage pipe for seepage water drainage, including all arrangement and all incidental works complete as per approved drawings and direction of Engineer-in-Charge. |
| 13 | Centering and shuttering of Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. |
| 14 | Supply and installation of high tensile rolled cable net 8mm dia having aperture size not more than 300mm in one direction and minimum longitudinal tensile strength 100 KN/M and puncturing resistance 200 kN comprising of minimum 8mm dia wire rope cable with a minimum breaking load of 40.70 kN. The tensile strength of wire of the cable should be 1770 N/sqmm having corrosion protection of Zn Coating Class A or 95% Zn + 5% Al Class-B (Galfan) Coating as per IS/ISO-17746-2016 for treatment of slopes including all cost of material (net, boundary rope & rope anchor etc. comprising of the complete system), labour, special labour and T&P required to complete the work in all respect in accordance with drawings, Technica Specifications and as per the direction of Engineer-in-charge. Product Manufacturer shall have in-house test facility for conducting longitudinal tensile strength and puncturing resistance test and shall be responsible for carrying out both test (longitudinal tensile strength and puncturing resistance) during PDI per lot in presence of respresentative/s of E-i-C on his own expenses. |
| 15 | Supply and installation of Chain link fabric (2.7mm wire dia with zinc coating 240g/ sq.m) of 50X50 mm size (Fe 500) including 2mm dia binding wire or nuts, bolts and washers as required for proper completion of the work as per drawings, Technical Specifications and the direction of Engineer-in-charge. Made of G.I. wire of dia 2.7mm.for treatment of slopes as secondary mesh including all cost of material, labour, special labour and T&P required to complete the work in all respect as per drawings. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 28, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 21 daysNov 30, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 23 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender