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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹80.0 LAdmitted-Finance | -0.50% | ₹80.0 L | L1 | Admitted-Finance |
| 2 | L2₹82.1 LAdmitted-Finance R O SHARMA NIWAS NAND PLACE SECTOR 4 NEW SHIMLA H P 171009 | SHIMLA | HIMACHAL PRADESH | 171009 | +2.07% | ₹82.1 L | L2 | Admitted-Finance |
Tender Value
₹80.4 L
EMD Value
₹1.6 L
Closing Date
29 Apr 2026, 5:00 pmClosed
Executive Engineer
Executive Engineer HPPWD Division Dharamshala
SH- Construction of Anchored reinforced soil wall
2026_PWD_134889_1
251-65 dated 17.04.2026
Open Tender
Civil Works - Roads
90 days
Dharamshala
Tender refer to publish
14 documents required · 14 mandatory
₹2,000
₹1.6 L
5 May 2026
23 Apr 2026
30 Apr 2026
23 Apr 2026
29 Apr 2026
23 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Supply and Placing Of Gabion Facia With Integrated Tail as Secondary Reinforcement For Reinforced Soil System as Per Morth Clause 3100, Is 160 & IrcSp 116, Made of Mechanically Woven Double Twisted Hexagonal Shaped Wire Mesh, MeshType 10x12, 90%Zn+10%Al + High Abrasion Resistant Polymer Coated, Double Twisted Steel Wire Mesh Dia.2.7/3.7mm (two decimal seven / three decimal seven milimetres) (Id/Od), Mechanically Edged / Selvedged, With Partitions at 1m Interval, Tying With Lacing Wire of Dia 2.2/3.2mm (two decimal two / three decimal two milimetres) (Id/Od) complete and as per entire satisfaction and directions of Engineer-in-charge, including carriage of materials within all leads, lifts and other incidentals. The rate is including Octroi, Royality, Malkana, toll tax, GST or any other taxes imposed by the Government. | |||||
| 2Providing and Laying of Uniaxial Geogrid (Bba Certified High Strength Flexible Geogrids) as Primary Reinforcement for Composite Soil Reinforcement System, Made of Polyester Core With Polyethylene Coating with Minimum Long-Term Strength For 120 ( one hundred twenty) Years Design Life at 30 (thirty) Degree Celsius. Uniaxial Geogrid Of 200Kn /M Strength. complete and as per entire satisfaction and directions of Engineer-in-charge, including carriage of materials within all leads, lifts and other incidentals. The rate is including Octroi, Royality, Malkana, toll tax, GST or any other taxes imposed by the Government. | |||||
| 3Providing and Laying of Geotextile As Per Morth (Fifth Revision) Clause 700 as Filter Media Behind Gabion Facia With Integrated Tail Rs Unit, Around Perforated Pipes and Below Intercepting drains.The Width of the Geotextile Role Shall Not Be Less Than 4.5m ( four decimal five milimetre), at Easily Accessible Location including Top and Bottom., With All Leads And Lifts, Manpower And Machinery, Materials, Labours Etc. complete and as per entire satisfaction and directions of Engineer-in-charge, including carriage of materials within all leads, lifts and other incidentals. The rate is including Octroi, Royality, Malkana, toll tax, GST or any other taxes imposed by the Government. | |||||
| 4Placing and Filling Stones of Gabion Facia of Reinforced Soil Wall & Gabion Mattress, of Size in The Range 150mm-250mm, ( one hundred fifty - two hundred fifty milimetres) Strong, Hard, Durable having Good Crushing Strength and Preferably Having Flat Face as Per Details Specified in The Technical Specifications and as per entire satisfaction and directions of Engineer-in-charge, including carriage of materials within all leads, lifts and other incidentals. The rate is including Octroi, Royality, Malkana, toll tax, GST or any other taxes imposed by the Government. | |||||
| 5Providing and Laying Half Perforated PVC Drain Pipes of 160mm ( one hundred sixty milimetres) diametre, (for Longitudinal and Transverse Direction @12m C/C) For Reinforced Soil Structure. complete and as per entire satisfaction and directions of Engineer-in-charge, including carriage of materials within all leads, lifts and other incidentals. The rate is including Octroi, Royality, Malkana, toll tax, GST or any other taxes imposed by the Government. | |||||
| 6Supply and Laying Drainage Composite for Horzontal Use Having Three Dimensional Composite With Thermobonding and Draining Core Having “W” Configuration of Minimum Thickness 8mm ( eight milimetres), With Two Filtering Uv Stabilized Polypropylene Nonwoven Geotextile of MinimumThickness of 0.75mm ( zero decimal seventy five milimetres) Characteristic Opening Size (O90) of 110 Micron and Tensile Strength Of 8.0 Kn/M That Will Be Working As Separation Or Protecting Layer, Geocomposite HavingIn Plane Flow Capacity Of 1.2L/(M.S) at Hydraulic Gradient Of 1.0 & 200Kpa Pressure and Tensile Strength of 18Kn/M, With Mass Per Unit Area Of 890 Gsm, At Easily Accessible Location Including Top And Bottom, With All Leads and Lifts, Manpower And Machinery, Materials, Labour etc. Complete As Per Detailed Technical Specifications. and as per entire satisfaction and directions of Engineer-in-charge, including carriage of materials within all leads, lifts and other incidentals. The rate is including Octroi, Royality, Malkana, toll tax, GST or any other taxes imposed by the Government. | |||||
| 7Reinforced Fill For Filling Reinforced Soil System Behind Vertical Facia Units as Per IS 16014 and as per entire satisfaction and directions of Engineer-in-charge, including carriage of materials within all leads, lifts and other incidentals. The rate is including Octroi, Royality, Malkana, toll tax, GST or any other taxes imposed by the Government. | |||||
| 8Earth Work in Excavation by Mechanical Means (Hydraulic Excavator) / Manual Means In FoundationTrenches or Drains (Not Exceeding 1.5 MIn Width Or 10 Sqm On Plan), Including Dressing of Sides and Ramming of Bottoms, Lift Upto 1.5M, ( one decimal five metres) Including Getting out the Excavated Soil And Disposal of Surplus Excavated Soil as Directed, Within A Lead of 50M (fifty metres) All and as per entire satisfaction and directions of Engineer-in-charge, including carriage of materials within all leads, lifts and other incidentals. The rate is including Octroi, Royality, Malkana, toll tax, GST or any other taxes imposed by the Government. | |||||
| 9.1 | Supply and Installation of Self driven rock anchor made of 40CR material with outer dia of 38 mm (thirty eight milimetres) and inner dia of 19 mm ( nineteen milimetres), Yield Load Carrying Capacity of Minimum 400 KN In soil / overburden /rock suitable for drilling placing and cement grouting. lnstalfallon RM wilh all accessories such as 76 mm ( seventy six milimetres) diametres drill bit, couplers, 200*200mm ( two hundred into two hundred milimetres) base plate with 10mm ( ten milimetres) thick and nut and bolt complete In all respect but including the cost of cement grouting for (Back strata ) and as per entire satisfaction and directions of Engineer-in-charge, including carriage of materials within all leads, lifts and other incidentals. The rate is including Octroi, Royality, Malkana, toll tax, GST or any other taxes imposed by the Government. | - | Per Running Meter | - | - |
| 9.2 | Supply and Installation of Self driven rock anchor made of 40CR material with outer dia of 38 mm (thirty eight milimetres) and inner dia of 19 mm ( nineteen milimetres), Yield Load Carrying Capacity of Minimum 400 KN In soil / overburden /rock suitable for drilling placing and cement grouting. lnstalfallon RM wilh all accessories such as 76 mm ( seventy six milimetres) diametres drill bit, couplers, 200*200mm ( two hundred into two hundred milimetres) base plate with 10mm ( ten milimetres) thick and nut and bolt complete In all respect but including the cost of cement grouting for (Vertical strata ) and as per entire satisfaction and directions of Engineer-in-charge, including carriage of materials within all leads, lifts and other incidentals. The rate is including Octroi, Royality, Malkana, toll tax, GST or any other taxes imposed by the Government. | - | Per Running Meter | - | - |
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