Himachal

Financial Eval

Works

Civil Works

List of work in hand/ existing commitments counter signed by the Executive Engineer.

Public Works Department

Executrive Enginer HP, PWD Division Jawalamukhi | Kangra, Himachal Pradesh

Amount: ₹19.4 LCloses: 31 Mar 2026Closed

Timeline

Published25 Mar 2026
Closed31 Mar 2026
Technical Evaluation7 Apr 2026
Financial Evaluation27 May 2026
Award—

Bids

Percentage

2 Bids27 May 2026

#	Company	Amount	Rank	Status
1	DEEPAK SOOD L1₹2.0 LAccepted-Finance H NO 1300 PUSHP VIHAR COLONY GUPT GANGA ROAD KANGRA 176001 \| KANGRA \| KANGRA \| HIMACHAL PRADESH \| 176001	₹2.0 L	L1	Accepted-Finance due to lowest bidder
2	SHIVNANDAN L2₹19.9 L+₹18.0 L (914.8%)Rejected-Finance	₹19.9 L+₹18.0 L (914.8%)	L2	Rejected-Finance due to highest bidder

Tender Value

₹19.4 L

EMD Value

₹39,000

Closing Date

31 Mar 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

Executrive Enginer HP,PWD Division Jawalamukhi

Address

Executrive Enginer HP,PWD Division Jawalamukhi

Work Description

C/O Protection work and Drain at RD 3/800 to 4/800 and C.C.pavement in Km 4/000 to 4/150 and Drain in Km 3/750 to 3/900 in Various Straches of roads in Various Straches of Road

Tender Information

Tender ID

2026_PWD_132376_1

Reference Number

9311-12 dated 20.03.2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

60 days

Location

Executrive Enginer HP, PWD Division Jawalamukhi

Source Website

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Eligibility / Pre-Qualification

As per SBD

Documents Required

12 documents required · 12 mandatory

Fee/PreQual/Technical

RequiredCost of tender Form / Earnest money. (.pdf)

RequiredCopy of Registration latest renewal. (.pdf)

RequiredCopy of Pan Card and ITR . (.pdf)

RequiredGST Number and latest GST return. (.pdf)

RequiredForm No 8 duly signed required (.pdf)

RequiredList of machinery equipment as per SBD with proof . (.pdf)

RequiredAffidavit. showing the detail of near relatives working as officer and official in HPPWD. (.pdf)

RequiredAn Affidavit that information furnished with the bid is true and correct in all respect . (.pdf)

RequiredEPF registration with latest return. (.pdf)

RequiredWork done certificate during last the five years duly signed by the concerned Executive Engineer as (.pdf)

RequiredList of work in hand/ existing commitments counter signed by the Executive Engineer. (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

EMD Fee Amount

₹39,000

Important Dates

Last Activity

27 May 2026

Published

25 Mar 2026

Bid Opening

1 Apr 2026

Download Starts

25 Mar 2026

Download Ends

31 Mar 2026

Submission Starts

25 Mar 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

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 (0 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in excavation in foundation for all types of structures such as retaining walls, breast walls, culvers, drains, parapets and other similar structures in all kinds and classification of soil, including saturated soil comprising of ordinary mix soil, ordinary rock, hard rock, chiseling/ wedging out rocks (where blasting is prohibited) complete in accordance with the lines and dimensions shown on the drawings, including setting out, construction of shoring, bracing, removal of stumps and other deleterious materials and disposal of excavated material upto any leads and lifts including dressing of sides and bottom and obstructions necessary for placing the foundations, trimming, leveling ramming and watering bottom of excavation and backfilling in trenches with excavated suitable approved materials to the original surface in layers not exceeding 15cm (fifteen centimeter) compacted thickness including shoring and strutting and pumping or bailing out water (surface and sub-soil water) up to any depth and any quantum of water and cleaning of slush which may arise out during dewatering complete as per drawing and MORD Technical Specification clause 305.1 and as per the direction and the entire satisfaction of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals. The rate is including Royality, Malkana, Octroi, toll tax, sales tax, GST or any other taxes imposed by the Government.
2Providing and laying mechanically mixed and vibrated concrete for plain cement concrete Grade M-10 (M-Ten) nominal mix 1:3:6 (One cement isto three sand isto six graded crushed stone aggregate 20mm (Twenty millimeter) nominal size), in or under water in open foundation for all type of structure and the like etcetera complete including pumping or bailing out water, dewatering (surface/sub soil water)including removal of slush which may arise at time of laying under water for all heights/depths and any quantum of water, including cost of form work and curing complete for 14 (fourteen) days and as per drawing and MORD Technical specification section 800, 900 & 1200 and as per entire satisfaction and directions of Engineer-in-charge, including carriage of materials within all leads, lifts and other incidentals. The rates including Royality, Malkhana, Octroi, toll tax, sales tax or any other taxes imposed by the Government.
3Providing and laying for construction of Granular sub base/base 175mm (one hundred seventy five millimeter) compacted thickness by providing well graded material spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with tractor mount appropriate rotavator at OMC and compacting with three wheel 80-100 (eighty – One Hundred) kN static roller to achieve the desired density, complete as per MORD technical specification section 400 for grading material and as per the direction and entire satisfaction of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals. The rate is including Royality, Malkana, Octroi, GST, toll tax or any other taxes imposed by the Government.
4Providing and Laying construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M-25 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, admixtures as approved, curing of concrete slabs for 14 days using curing compound ( where specified) and water finishing lines and grade as per drawing and Technical Specification clause 1501.and as per the direction and the entire satisfaction of Engineer-in-Charge, including carriage of material with in all leads lifts and other incidentals. The rates including Royality, Malkana, Octroi, Toll tax, Sale tax, GST or any other taxes imposed by the Government.
5Providing and laying mechanically mixed and vibrated concrete 1:5:10 (one cement isto five sand isto ten graded crushed stone aggregate (40mm) (forty millimeter nominal size) for plain/cement concrete in all heights/depths, in or under water, including pumping or bailing out water/ dewatering (surface and sub-soil water) and removal of the slush which may arise at the time of laying under water, for all heights/ depths and any quantum of water, including cost of form work and curing complete in Retaining Walls & Breast Walls and the like etcetera complete, as per drawing and MORD technical specification section 800, 1200 & 1600 as per the satisfaction and the direction of Engineer-in-Charge including carriage of materials within leads, lifts and other incidentals. The rate including Royality, Malkhana, Octroi, toll tax, sales tax or any other taxes imposed by the Government..
6Providing and Laying filling Behind Retaining Wall with approved Granualr mterial as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to full height compacted to firm condition completeas per drawing and technical specification clause 1204.3.8 and as directed by the Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals. The rates including Royality, Malkhana, Octroi, toll tax, sale tax, GST or any other taxes imposed by the Government.
7Providing and laying 100mm (one Hundred millimeter) dia ISI marked VECTUS /FINOLAX P.V.C. pipe ( working pressure not less then 4 Kg per sequre cm) Weep Holes in brick masonry/stone masonry plain/ reinforcement concrete abutments, wing wall/ return wall, retaining walls and breast walls, extending through the full width of the structure with slope of 1(V): 20H (One vertical isto twenty Horizontal) towards drawing face complete as per drawing and MORD technical specification clause 614,709,1204.3.7 and as per the direction and entire satisfaction of Engineer-in-Charge complete, including carriage of materials with in all leads, lifts and other incidentals. The rates including Royality, Malkana, Octroi, toll tax, sale tax, GST or any other taxes imposed by the Government.

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 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

Financial Evaluation

fin_eval.pdf

PDF

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.12 MB

Work Item Documents

SBD1.rar

Tender Documents • 1.28 MB

BOQ_195750.xls

BOQ • 0.26 MB

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Company

DEEPAK SOOD

L1₹2.0 LAccepted-Finance

H NO 1300 PUSHP VIHAR COLONY GUPT GANGA ROAD KANGRA 176001 | KANGRA | KANGRA | HIMACHAL PRADESH | 176001

SHIVNANDAN

L2₹19.9 L+₹18.0 L (914.8%)Rejected-Finance

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in excavation in foundation for all types of structures such as retaining walls, breast walls, culvers, drains, parapets and other similar structures in all kinds and classification of soil, including saturated soil comprising of ordinary mix soil, ordinary rock, hard rock, chiseling/ wedging out rocks (where blasting is prohibited) complete in accordance with the lines and dimensions shown on the drawings, including setting out, construction of shoring, bracing, removal of stumps and other deleterious materials and disposal of excavated material upto any leads and lifts including dressing of sides and bottom and obstructions necessary for placing the foundations, trimming, leveling ramming and watering bottom of excavation and backfilling in trenches with excavated suitable approved materials to the original surface in layers not exceeding 15cm (fifteen centimeter) compacted thickness including shoring and strutting and pumping or bailing out water (surface and sub-soil water) up to any depth and any quantum of water and cleaning of slush which may arise out during dewatering complete as per drawing and MORD Technical Specification clause 305.1 and as per the direction and the entire satisfaction of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals. The rate is including Royality, Malkana, Octroi, toll tax, sales tax, GST or any other taxes imposed by the Government.
2Providing and laying mechanically mixed and vibrated concrete for plain cement concrete Grade M-10 (M-Ten) nominal mix 1:3:6 (One cement isto three sand isto six graded crushed stone aggregate 20mm (Twenty millimeter) nominal size), in or under water in open foundation for all type of structure and the like etcetera complete including pumping or bailing out water, dewatering (surface/sub soil water)including removal of slush which may arise at time of laying under water for all heights/depths and any quantum of water, including cost of form work and curing complete for 14 (fourteen) days and as per drawing and MORD Technical specification section 800, 900 & 1200 and as per entire satisfaction and directions of Engineer-in-charge, including carriage of materials within all leads, lifts and other incidentals. The rates including Royality, Malkhana, Octroi, toll tax, sales tax or any other taxes imposed by the Government.
3Providing and laying for construction of Granular sub base/base 175mm (one hundred seventy five millimeter) compacted thickness by providing well graded material spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with tractor mount appropriate rotavator at OMC and compacting with three wheel 80-100 (eighty – One Hundred) kN static roller to achieve the desired density, complete as per MORD technical specification section 400 for grading material and as per the direction and entire satisfaction of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals. The rate is including Royality, Malkana, Octroi, GST, toll tax or any other taxes imposed by the Government.
4Providing and Laying construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M-25 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, admixtures as approved, curing of concrete slabs for 14 days using curing compound ( where specified) and water finishing lines and grade as per drawing and Technical Specification clause 1501.and as per the direction and the entire satisfaction of Engineer-in-Charge, including carriage of material with in all leads lifts and other incidentals. The rates including Royality, Malkana, Octroi, Toll tax, Sale tax, GST or any other taxes imposed by the Government.
5Providing and laying mechanically mixed and vibrated concrete 1:5:10 (one cement isto five sand isto ten graded crushed stone aggregate (40mm) (forty millimeter nominal size) for plain/cement concrete in all heights/depths, in or under water, including pumping or bailing out water/ dewatering (surface and sub-soil water) and removal of the slush which may arise at the time of laying under water, for all heights/ depths and any quantum of water, including cost of form work and curing complete in Retaining Walls & Breast Walls and the like etcetera complete, as per drawing and MORD technical specification section 800, 1200 & 1600 as per the satisfaction and the direction of Engineer-in-Charge including carriage of materials within leads, lifts and other incidentals. The rate including Royality, Malkhana, Octroi, toll tax, sales tax or any other taxes imposed by the Government..
6Providing and Laying filling Behind Retaining Wall with approved Granualr mterial as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to full height compacted to firm condition completeas per drawing and technical specification clause 1204.3.8 and as directed by the Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals. The rates including Royality, Malkhana, Octroi, toll tax, sale tax, GST or any other taxes imposed by the Government.
7Providing and laying 100mm (one Hundred millimeter) dia ISI marked VECTUS /FINOLAX P.V.C. pipe ( working pressure not less then 4 Kg per sequre cm) Weep Holes in brick masonry/stone masonry plain/ reinforcement concrete abutments, wing wall/ return wall, retaining walls and breast walls, extending through the full width of the structure with slope of 1(V): 20H (One vertical isto twenty Horizontal) towards drawing face complete as per drawing and MORD technical specification clause 614,709,1204.3.7 and as per the direction and entire satisfaction of Engineer-in-Charge complete, including carriage of materials with in all leads, lifts and other incidentals. The rates including Royality, Malkana, Octroi, toll tax, sale tax, GST or any other taxes imposed by the Government.

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earth work in excavation in foundation for all types of structures such as retaining walls, breast walls, culvers, drains, parapets and other similar structures in all kinds and classification of soil, including saturated soil comprising of ordinary mix soil, ordinary rock, hard rock, chiseling/ wedging out rocks (where blasting is prohibited) complete in accordance with the lines and dimensions shown on the drawings, including setting out, construction of shoring, bracing, removal of stumps and other deleterious materials and disposal of excavated material upto any leads and lifts including dressing of sides and bottom and obstructions necessary for placing the foundations, trimming, leveling ramming and watering bottom of excavation and backfilling in trenches with excavated suitable approved materials to the original surface in layers not exceeding 15cm (fifteen centimeter) compacted thickness including shoring and strutting and pumping or bailing out water (surface and sub-soil water) up to any depth and any quantum of water and cleaning of slush which may arise out during dewatering complete as per drawing and MORD Technical Specification clause 305.1 and as per the direction and the entire satisfaction of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals. The rate is including Royality, Malkana, Octroi, toll tax, sales tax, GST or any other taxes imposed by the Government.

2Providing and laying mechanically mixed and vibrated concrete for plain cement concrete Grade M-10 (M-Ten) nominal mix 1:3:6 (One cement isto three sand isto six graded crushed stone aggregate 20mm (Twenty millimeter) nominal size), in or under water in open foundation for all type of structure and the like etcetera complete including pumping or bailing out water, dewatering (surface/sub soil water)including removal of slush which may arise at time of laying under water for all heights/depths and any quantum of water, including cost of form work and curing complete for 14 (fourteen) days and as per drawing and MORD Technical specification section 800, 900 & 1200 and as per entire satisfaction and directions of Engineer-in-charge, including carriage of materials within all leads, lifts and other incidentals. The rates including Royality, Malkhana, Octroi, toll tax, sales tax or any other taxes imposed by the Government.

3Providing and laying for construction of Granular sub base/base 175mm (one hundred seventy five millimeter) compacted thickness by providing well graded material spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with tractor mount appropriate rotavator at OMC and compacting with three wheel 80-100 (eighty – One Hundred) kN static roller to achieve the desired density, complete as per MORD technical specification section 400 for grading material and as per the direction and entire satisfaction of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals. The rate is including Royality, Malkana, Octroi, GST, toll tax or any other taxes imposed by the Government.

4Providing and Laying construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M-25 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, admixtures as approved, curing of concrete slabs for 14 days using curing compound ( where specified) and water finishing lines and grade as per drawing and Technical Specification clause 1501.and as per the direction and the entire satisfaction of Engineer-in-Charge, including carriage of material with in all leads lifts and other incidentals. The rates including Royality, Malkana, Octroi, Toll tax, Sale tax, GST or any other taxes imposed by the Government.

5Providing and laying mechanically mixed and vibrated concrete 1:5:10 (one cement isto five sand isto ten graded crushed stone aggregate (40mm) (forty millimeter nominal size) for plain/cement concrete in all heights/depths, in or under water, including pumping or bailing out water/ dewatering (surface and sub-soil water) and removal of the slush which may arise at the time of laying under water, for all heights/ depths and any quantum of water, including cost of form work and curing complete in Retaining Walls & Breast Walls and the like etcetera complete, as per drawing and MORD technical specification section 800, 1200 & 1600 as per the satisfaction and the direction of Engineer-in-Charge including carriage of materials within leads, lifts and other incidentals. The rate including Royality, Malkhana, Octroi, toll tax, sales tax or any other taxes imposed by the Government..

6Providing and Laying filling Behind Retaining Wall with approved Granualr mterial as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to full height compacted to firm condition completeas per drawing and technical specification clause 1204.3.8 and as directed by the Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals. The rates including Royality, Malkhana, Octroi, toll tax, sale tax, GST or any other taxes imposed by the Government.

7Providing and laying 100mm (one Hundred millimeter) dia ISI marked VECTUS /FINOLAX P.V.C. pipe ( working pressure not less then 4 Kg per sequre cm) Weep Holes in brick masonry/stone masonry plain/ reinforcement concrete abutments, wing wall/ return wall, retaining walls and breast walls, extending through the full width of the structure with slope of 1(V): 20H (One vertical isto twenty Horizontal) towards drawing face complete as per drawing and MORD technical specification clause 614,709,1204.3.7 and as per the direction and entire satisfaction of Engineer-in-Charge complete, including carriage of materials with in all leads, lifts and other incidentals. The rates including Royality, Malkana, Octroi, toll tax, sale tax, GST or any other taxes imposed by the Government.