Himachal

AOC

Works

Civil Works - Others

Protection work Community Health Centre Kataula Sub-Tehsil Kataula Distt. Mandi (H.P.)

Public Works Department

Kataula | Mandi, Himachal Pradesh

Amount: ₹51.5 LCloses: 25 Mar 2026Closed

Timeline

Published20 Mar 2026
Closed25 Mar 2026
Technical Evaluation31 Mar 2026
Financial Evaluation20 Apr 2026
Awarded22 Aug 2026

Bids

Percentage

4 Bids22 Aug 2026

#	Company	Amount	Rank	Status
1	LEKH RAJ L-1₹40.6 LAccepted-AOC HIMACHAL PRADESH HP \| KANGRA \| HIMACHAL PRADESH \| 176204	₹40.6 L	L-1	Accepted-AOC AOC
2	GANESH DUTT L-2₹41.1 L+₹45,306.84 (1.12%)Rejected-Finance R O VILLAGE SAYANH P O LOHARA TEHSIL BATH DISTT MANDI H P \| MANDI \| HIMACHAL PRADESH \| 175001	₹41.1 L+₹45,306.84 (1.12%)	L-2	Rejected-Finance L-2
3	Balwant SIngh Thakur L-3₹44.4 L+₹3.8 L (9.26%)Rejected-Finance	₹44.4 L+₹3.8 L (9.26%)	L-3	Rejected-Finance L-3
4	Kalap Engineers & Builders L-4₹46.3 L+₹5.7 L (14.1%)Rejected-Finance HIMACHAL PRADESH HP	₹46.3 L+₹5.7 L (14.1%)	L-4	Rejected-Finance L-4

Tender Value

₹51.5 L

EMD Value

₹1.0 L

Closing Date

25 Mar 2026, 10:00 amClosed

Tender Inviting Organisation

Name

Executive Engineer Mandi Divn.No.I HPPWD at Padhar

Address

Executive Engineer Mandi Divn.No.I HPPWD at Padhar

Work Description

Construction of Protection wire crate at RD 0/00 to 0/022.50 near labour room, 2.00 mtr. span RCC slab Culvert and Crate wall, Granite work, Cement Concrete Paver work in CHC Kataula Building etc.) (Deposit work).

Tender Information

Tender ID

2026_PWD_132058_1

Reference Number

PW-MDI(P)Tender-NIT- 19351-80 dated 17.03.2026

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Percentage

Period of Work

31 days

Location

Kataula

Source Website

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Eligibility / Pre-Qualification

As per bid documents

Documents Required

11 documents required · 11 mandatory

Fee/PreQual/Technical

RequiredCopy of online receipt of EMD and Cost of Tender form (.pdf)

RequiredContractors Registration (General Rule No.20) (.pdf)

RequiredGST Registration Document Refer HPPWD-6 16(3) (.pdf)

RequiredProof of registration under EPF Employee Provident Funds and Miscellaneous provision Act, 1952 (.pdf)

RequiredWork done and work in hand certi.(Gen.Rule No.16 and 26.2.b)Mini amount of workdone as per Sched-F (.pdf)

RequiredAffidavit of machineries Indicated in Sch.F contractor must upload the proofof ownershipof machinery (.pdf)

RequiredHPPWD Form No.7/8 duly signed (General Rule and directions, Schedules A to F) (.pdf)

RequiredLatest ITR Return, Bid Capacity, Annual Turnover in last five years alongwith balance sheet from CA (.pdf)

RequiredAffidavit regarding information furnished is correct (.pdf)

RequiredAny other information bidders like to provide (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,000

EMD Fee Amount

₹1.0 L

Important Dates

Last Activity

22 Aug 2026

Published

20 Mar 2026

Bid Opening

25 Mar 2026

Download Starts

20 Mar 2026

Download Ends

25 Mar 2026

Submission Starts

20 Mar 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 (0 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation in soil in hilly area in ordinary rock not required blasting by mechanical means for all kinds of soil including cutting and trimming of side slopes and disposing of cut materials with a lift upto 1.5 meter (one point five) and lead upto 20 (twenty meter) as per technical specification clause 1603.2. including carriage of material and other incidental charges complete in all respect as per direction of Engineer-in-Charge.
2Earth work in excavation for structures for all kinds of soil as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto any lead, dressing of sides and bottoms and back filling in trenches with excavated suitable materials complete including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.
3Earth work in excavation for all kinds of soil by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains over areas upto any depth and width including dressing of sides and ramming of bottoms upto any lift including getting out the excavated soil and disposal of excavated earth including carriage of material within all leads, lifts and other incidental complete in all respect as per direction and satisfaction of Engineer-in-Charge.
4Providing concrete for plain/reinforced concrete Grade-M-10 nominal mix 1:3:6 (one cement : three sand : twelve graded,crushed stone aggregate 20mm (twenty millimetre) nominal size) in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 curing complete within all leads, lifts carriage of material and other incidental complete in all respect as per direction of Engineer-in-Charge.
5Providing and laying concrete for plain / reinforced concrete in open foundations complete as per drawing and technical specification clauses 802,803,1202 & 1203. Plain cement concrete nominal mix 1:2.5:5 (one cement: two point five sand: five graded, crushed stone aggregate 20mm (twenty millimetre) nominal size) curing complete including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.
6Providing and Laying reinforced cement concrete in substructure complete as per drawing and ttechnical specifications 802,804, 805, 804, 806, 807, 1202 & 1204. Plain cement concrete nominal mix 1:2:4 (one cement: two sand: four graded, crushed stone aggregate 20mm (twenty octroi, royality, malkana, toll tax, sale tax or other taxes imposed by the Government, but excluding GST & including entire carriage of material with in all leads and lifts as per entire satisfaction and direction of Engineer-in- Charge.
7Providing and laying mechanically mixed and vibrated plain/ reinforced cement concrete of mix design to have characteristic strength M-25 (twenty five) grade in super structure or similar works upto any height complete as per drawings and technical specifications clause 800, 1205.4 and 1205.5 and curing complete including the cost of form work and carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.
8Providing and laying cement concrete wearing course by mechanically mixed and vibrated of mix design to have characteristic strength in M-30 (M-thirty) grade including cost of reinforcement and form work as per drawing and technical specifications clause 800 and 1206.3 and curing complete including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.
9Supplying, fitting, and placing HYSD bar reinforcement in Sub structure complete as per drawing and technical specifications clauses 1002, 1010 and 1202 including cost of binding wire and carriage of material within all leads, lifts and other incidentals complete in all respect as per direction of Engineer-in-Charge.
10Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm (six hundred millimetre) with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8 including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.05 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

Award of Contract

aoc.PDF

PDF

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.45 MB

Work Item Documents

BOQ_195280.xls

BOQ • 0.34 MB

SBD.pdf

Tender Documents • 5.64 MB

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Company

LEKH RAJ

L-1₹40.6 LAccepted-AOC

HIMACHAL PRADESH HP | KANGRA | HIMACHAL PRADESH | 176204

GANESH DUTT

L-2₹41.1 L+₹45,306.84 (1.12%)Rejected-Finance

R O VILLAGE SAYANH P O LOHARA TEHSIL BATH DISTT MANDI H P | MANDI | HIMACHAL PRADESH | 175001

Balwant SIngh Thakur

L-3₹44.4 L+₹3.8 L (9.26%)Rejected-Finance

Kalap Engineers & Builders

L-4₹46.3 L+₹5.7 L (14.1%)Rejected-Finance

HIMACHAL PRADESH HP

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation in soil in hilly area in ordinary rock not required blasting by mechanical means for all kinds of soil including cutting and trimming of side slopes and disposing of cut materials with a lift upto 1.5 meter (one point five) and lead upto 20 (twenty meter) as per technical specification clause 1603.2. including carriage of material and other incidental charges complete in all respect as per direction of Engineer-in-Charge.
2Earth work in excavation for structures for all kinds of soil as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto any lead, dressing of sides and bottoms and back filling in trenches with excavated suitable materials complete including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.
3Earth work in excavation for all kinds of soil by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains over areas upto any depth and width including dressing of sides and ramming of bottoms upto any lift including getting out the excavated soil and disposal of excavated earth including carriage of material within all leads, lifts and other incidental complete in all respect as per direction and satisfaction of Engineer-in-Charge.
4Providing concrete for plain/reinforced concrete Grade-M-10 nominal mix 1:3:6 (one cement : three sand : twelve graded,crushed stone aggregate 20mm (twenty millimetre) nominal size) in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 curing complete within all leads, lifts carriage of material and other incidental complete in all respect as per direction of Engineer-in-Charge.
5Providing and laying concrete for plain / reinforced concrete in open foundations complete as per drawing and technical specification clauses 802,803,1202 & 1203. Plain cement concrete nominal mix 1:2.5:5 (one cement: two point five sand: five graded, crushed stone aggregate 20mm (twenty millimetre) nominal size) curing complete including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.
6Providing and Laying reinforced cement concrete in substructure complete as per drawing and ttechnical specifications 802,804, 805, 804, 806, 807, 1202 & 1204. Plain cement concrete nominal mix 1:2:4 (one cement: two sand: four graded, crushed stone aggregate 20mm (twenty octroi, royality, malkana, toll tax, sale tax or other taxes imposed by the Government, but excluding GST & including entire carriage of material with in all leads and lifts as per entire satisfaction and direction of Engineer-in- Charge.
7Providing and laying mechanically mixed and vibrated plain/ reinforced cement concrete of mix design to have characteristic strength M-25 (twenty five) grade in super structure or similar works upto any height complete as per drawings and technical specifications clause 800, 1205.4 and 1205.5 and curing complete including the cost of form work and carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.
8Providing and laying cement concrete wearing course by mechanically mixed and vibrated of mix design to have characteristic strength in M-30 (M-thirty) grade including cost of reinforcement and form work as per drawing and technical specifications clause 800 and 1206.3 and curing complete including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.
9Supplying, fitting, and placing HYSD bar reinforcement in Sub structure complete as per drawing and technical specifications clauses 1002, 1010 and 1202 including cost of binding wire and carriage of material within all leads, lifts and other incidentals complete in all respect as per direction of Engineer-in-Charge.
10Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm (six hundred millimetre) with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8 including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Excavation in soil in hilly area in ordinary rock not required blasting by mechanical means for all kinds of soil including cutting and trimming of side slopes and disposing of cut materials with a lift upto 1.5 meter (one point five) and lead upto 20 (twenty meter) as per technical specification clause 1603.2. including carriage of material and other incidental charges complete in all respect as per direction of Engineer-in-Charge.

2Earth work in excavation for structures for all kinds of soil as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto any lead, dressing of sides and bottoms and back filling in trenches with excavated suitable materials complete including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.

3Earth work in excavation for all kinds of soil by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains over areas upto any depth and width including dressing of sides and ramming of bottoms upto any lift including getting out the excavated soil and disposal of excavated earth including carriage of material within all leads, lifts and other incidental complete in all respect as per direction and satisfaction of Engineer-in-Charge.

4Providing concrete for plain/reinforced concrete Grade-M-10 nominal mix 1:3:6 (one cement : three sand : twelve graded,crushed stone aggregate 20mm (twenty millimetre) nominal size) in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 curing complete within all leads, lifts carriage of material and other incidental complete in all respect as per direction of Engineer-in-Charge.

5Providing and laying concrete for plain / reinforced concrete in open foundations complete as per drawing and technical specification clauses 802,803,1202 & 1203. Plain cement concrete nominal mix 1:2.5:5 (one cement: two point five sand: five graded, crushed stone aggregate 20mm (twenty millimetre) nominal size) curing complete including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.

6Providing and Laying reinforced cement concrete in substructure complete as per drawing and ttechnical specifications 802,804, 805, 804, 806, 807, 1202 & 1204. Plain cement concrete nominal mix 1:2:4 (one cement: two sand: four graded, crushed stone aggregate 20mm (twenty octroi, royality, malkana, toll tax, sale tax or other taxes imposed by the Government, but excluding GST & including entire carriage of material with in all leads and lifts as per entire satisfaction and direction of Engineer-in- Charge.

7Providing and laying mechanically mixed and vibrated plain/ reinforced cement concrete of mix design to have characteristic strength M-25 (twenty five) grade in super structure or similar works upto any height complete as per drawings and technical specifications clause 800, 1205.4 and 1205.5 and curing complete including the cost of form work and carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.

8Providing and laying cement concrete wearing course by mechanically mixed and vibrated of mix design to have characteristic strength in M-30 (M-thirty) grade including cost of reinforcement and form work as per drawing and technical specifications clause 800 and 1206.3 and curing complete including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.

9Supplying, fitting, and placing HYSD bar reinforcement in Sub structure complete as per drawing and technical specifications clauses 1002, 1010 and 1202 including cost of binding wire and carriage of material within all leads, lifts and other incidentals complete in all respect as per direction of Engineer-in-Charge.

10Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm (six hundred millimetre) with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8 including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.