Himachal

Financial BO

Works

Civil Works - Roads

Landslide Mitigation on Kotwali Mcleodganj road near D.C.Residence between km 1/040 to 1/070 in Tehsil Dharamshala, Distt. Kangra H.P.

Public Works Department

Dharamshala | Kangra, Himachal Pradesh

Amount: ₹80.4 LCloses: 29 Apr 2026Closed

Bids

Percentage

2 Bids5 May 2026

#	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

Tender Inviting Organisation

Name

Executive Engineer

Address

Executive Engineer HPPWD Division Dharamshala

Work Description

SH- Construction of Anchored reinforced soil wall

Tender Information

Tender ID

2026_PWD_134889_1

Reference Number

251-65 dated 17.04.2026

Tender Type

Open Tender

Product Category

Civil Works - Roads

Period of Work

90 days

Location

Dharamshala

Source Website

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Eligibility / Pre-Qualification

Tender refer to publish

Documents Required

14 documents required · 14 mandatory

Fee/PreQual/Technical

RequiredCost of Tender Form (Indicated in schedule F) (.pdf)

RequiredEarnest Money (Indicated in schedule F) (.pdf)

RequiredCopy of online receipt of EMD and cost of tender form (.pdf)

RequiredContractors registration (.pdf)

RequiredGST registration (General rule 21) Copy of GST, EPF and PAN (.pdf)

RequiredCopy of ITR for the last Three years. (.pdf)

RequiredWork done certificate (General rule 19) (.pdf)

RequiredList of Machinery and staff along with ownership and certificate of qualification. (.pdf)

RequiredForm No. 7 and 8 Duly signed on judicial paper (General rule 26.7) (.pdf)

RequiredList of both gazzetted or non gazzetted officers HPPWD employees related to him (General rule No.16) (.pdf)

RequiredAffidavit that informations furnished with name of work are correct. (.pdf)

RequiredBidder must have completed one similar nature of work i.e. Landslide mitigation work which includes (.pdf)

RequiredThe bidder should not have more than two works of HPPWD already in hand. (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,000

EMD Fee Amount

₹1.6 L

Important Dates

Last Activity

5 May 2026

Published

23 Apr 2026

Bid Opening

30 Apr 2026

Download Starts

23 Apr 2026

Download Ends

29 Apr 2026

Submission Starts

23 Apr 2026

Bill of Quantities

PercentageBoQ_Ver4.0INR

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.

BoQ1 (2 items)

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	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

fin_bid_open.pdf

PDF

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.07 MB

Work Item Documents

SBD.pdf

Tender Documents • 4.10 MB

BOQ_199602.xls

BOQ • 0.34 MB

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