Himachal

Active

Works

Civil Works

Restoration of Rain Damages on Mural Kelvi Dhapli Dadot Battar road km 0/00 to 8/600

Public Works Department

Jubbal | Shimla, Himachal Pradesh

Amount: ₹10.2 LCloses: 30 Sept 20263d left

Timeline

Published23 Sept 2026
Closes30 Sept 2026
Bid Opening30 Sept 2026

Tender Value

₹10.2 L

EMD Value

₹20,500

Closing Date

30 Sept 2026, 10:30 am3d left

Tender Inviting Organisation

Name

Executive Engineer

Address

HPPWD JUBBAL

Work Description

Sh Removal of Slips , Construction of unlined surface drain ,Maintence of Drain and Shoulder Between km 0/00 to 6/200 and R/R Damages on Kelvi Bhalai Gadaoge road km 0/000 to 1/800 Sh Construction of R/wall at Rd 0/409 to 0/415

Tender Information

Tender ID

2026_PWD_144144_2

Reference Number

7277-80, Dated 18.09.2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Location

Jubbal

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical

RequiredCost Of Tender and The Earnest Money (.pdf)

RequiredContractors Registration (.pdf)

RequiredGST Registration (.pdf)

RequiredList Of Machinery, Tool, Plant (.pdf)

RequiredForm No 8 (.pdf)

RequiredList Of Both Gazetted And Non-Gazetted Hppwd Employees Related To Him (.pdf)

RequiredAffidavit That Information Furnished With The Bid Is Correct In All Respect (.pdf)

RequiredProof of Registration under Employees Provident Funds (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

EMD Fee Amount

₹20,500

Important Dates

Last Activity

23 Sept 2026

Published

23 Sept 2026

Bid Opening

30 Sept 2026

Download Starts

23 Sept 2026

Download Ends

30 Sept 2026

Submission Starts

23 Sept 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 (9 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Excavation in soil in hilly areas by manual means including cutting and trimming of side slopes and disposingt of excavated earth with in all leads and lifts as per drawing and Techical Specification Clause 1603.1 including carriae of material with in all leads and lifts as per directions of Engineer in Charge.	7.32	Per Cum	306	₹2,239.92
2	Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a any lead and lift , dressing of sides and bottom and backfilling in trenches with excavated suitable material.useful material available from excavation to be properly stacked and handed over to the department free of cost as per HPPWD, specification of 1990 volume-I	8.04	Per Cum	490	₹3,939.6
3	Providing and Laying concrete 1:6:12 for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 and as per HPPWD, specification of 1990 volume-I	2.46	Per Cum	4,600	₹11,316
4	Stone Random Rubble Masonry work In cement mortar 1:6 (1 cement : 6 sand ) in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.	23.34	Per Cum	4,550	₹1,06,197
5	Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full with of the structures with slop of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 including all leads and lifts, as per HPPWD, specification of 1990 volume-I as directed by the Engineer-In-Charge	10	Each	450	₹4,500
6	Removal of land slide in hilly area in ordinary rock not requiring blasting by mechnical means including cutting and trimming of slops and disposal of cut material with in lift upto 1.5m and lead upto 1000m as per technical specification 302.3.5 and 1611.	1,567.25	Per Cum	171	₹2,67,999.75
7	Construction of unlined Surface Drains of average cross-Sectional area 0.40 Sqm in soil to specified lines graders levels and dimeensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50m (average lead 25m)including all leads and Lifts as per Technical Specification Directed by the Engineer-in-Charge.	8,147.85	rmt	60	₹4,88,871
8	Maintenance of Earthen shoulder (filling with fresh selected soil):-Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903	2,939.25	Per sqm	45	₹1,32,266.25
9	Backfilling behind abutment, wing wall and return wall with Granular materialcomplete as per drawings & technical specification Clause 1204.3.8 , as per HPPWD, specification of 1990 volume-I	5.16	Per Cum	1,450	₹7,482

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.28 MB

Work Item Documents

4444444.pdf

Tender Documents • 2.62 MB

BOQ_214339.xls

BOQ • 0.24 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Excavation in soil in hilly areas by manual means including cutting and trimming of side slopes and disposingt of excavated earth with in all leads and lifts as per drawing and Techical Specification Clause 1603.1 including carriae of material with in all leads and lifts as per directions of Engineer in Charge.

7.32

Per Cum

306

₹2,239.92

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a any lead and lift , dressing of sides and bottom and backfilling in trenches with excavated suitable material.useful material available from excavation to be properly stacked and handed over to the department free of cost as per HPPWD, specification of 1990 volume-I

8.04

Per Cum

490

₹3,939.6

Providing and Laying concrete 1:6:12 for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 and as per HPPWD, specification of 1990 volume-I

2.46

Per Cum

4,600

₹11,316

Stone Random Rubble Masonry work In cement mortar 1:6 (1 cement : 6 sand ) in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.

23.34

Per Cum

4,550

₹1,06,197

Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full with of the structures with slop of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 including all leads and lifts, as per HPPWD, specification of 1990 volume-I as directed by the Engineer-In-Charge

Each

450

₹4,500

Removal of land slide in hilly area in ordinary rock not requiring blasting by mechnical means including cutting and trimming of slops and disposal of cut material with in lift upto 1.5m and lead upto 1000m as per technical specification 302.3.5 and 1611.

1,567.25

Per Cum

171

₹2,67,999.75

Construction of unlined Surface Drains of average cross-Sectional area 0.40 Sqm in soil to specified lines graders levels and dimeensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50m (average lead 25m)including all leads and Lifts as per Technical Specification Directed by the Engineer-in-Charge.

8,147.85

rmt

₹4,88,871

Maintenance of Earthen shoulder (filling with fresh selected soil):-Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903

2,939.25

Per sqm

₹1,32,266.25

Backfilling behind abutment, wing wall and return wall with Granular materialcomplete as per drawings & technical specification Clause 1204.3.8 , as per HPPWD, specification of 1990 volume-I

5.16

Per Cum

1,450

₹7,482