Himachal

Financial Eval

Works

Civil Works

R/R Damages on Kaina to Dharot road km 0/00 to 2/00

Public Works Department

Jubbal | Shimla, Himachal Pradesh

Amount: ₹9.4 LCloses: 7 Sept 2026Closed

Timeline

Published1 Sept 2026
Closed7 Sept 2026
Technical Evaluation17 Sept 2026
Financial Evaluation18 Sept 2026
Award—

Bids

Percentage

2 Bids18 Sept 2026

#	Company	Amount	Rank	Status
1	Rekha Devi L1₹9.6 LAccepted-Finance	₹9.6 L	L1	Accepted-Finance ok
2	AKASH THAKUR L2₹9.9 L+₹28,153 (2.94%)Rejected-Finance BADIYAR A PO NANDPUR TEHSIL JUBBAL DISTT SHIMLA H P \| JUBBAL \| SHIMLA \| HIMACHAL PRADESH	₹9.9 L+₹28,153 (2.94%)	L2	Rejected-Finance ok

Tender Value

₹9.4 L

EMD Value

₹18,800

Closing Date

7 Sept 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

HPPWD Jubbal

Work Description

SH C/O B/Wall at RD 1/215 to 1/233 and P/L Kharanja Stone Soling between slushy reaches between km 0/00 to 2/00

Tender Information

Tender ID

2026_PWD_142395_11

Reference Number

6745-48, Dated 27.08.2026

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

₹350

EMD Fee Amount

₹18,800

Important Dates

Last Activity

18 Sept 2026

Published

1 Sept 2026

Bid Opening

8 Sept 2026

Download Starts

1 Sept 2026

Download Ends

7 Sept 2026

Submission Starts

1 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 (8 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Excavation in soil in Hilly Area in all kind of sand by mechanical/manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto any lead and lift as per Technical Specification Clause 1603.1 and as per HPPWD, specification of 1990 Volume-I, or as directed by the Engineer-In-Charge.	4.83	Per Cubic metre	306	₹1,477.98
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 including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge	22.68	Per cubic metre	490	₹11,113.2
3	Providing and Laying concrete concrete 1:4:8 (1cement: 4 sand: 8 graded stone aggregate 40mm nominal size) in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge	29.16	Per cubic metre	5,700	₹1,66,212
4	Pointing with Cement mortor 1:3 (one cement :three sand) on stone masonry as per drawing and technical specification clause 613.3 and 1204 including carriage of material with in all leads and lifts as per direction of Engineer-In-Charge.	56.25	Per cubic metre	3,300	₹1,85,625
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	12	each	450	₹5,400
6	Backfilling with Granular material behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge	32.58	Per cubic metre	1,450	₹47,241
7	Excavation for Road way in soil using mannual means for carring of cut earth to embankments site with a lift 1.5 mtr and lead up to 50 mtras per technical specification clause 302.3. including carriage of materials with in all leads and lifts as per directions of Engineer in Charge.	135.42	Per cubic metre	170	₹23,021.4
8	Stone soling properly hand-packed filling interstices with Kharanja stone and consolidating with power road roller to the requested gradient and comber including spreading watering and rolling of binding materials moorum or earth etc. complete as per HP.PWD specification. 150 mm spread thickness (finished work including materials and labour) including carriage of materials with in all leads and lifts as per directions of Engineer in Charge.	207.65	Per cubic metre	2,400	₹4,98,360

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

boq_comp_chart.xlsx

xlsx

Financial Evaluation

fin_eval.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 • 0.31 MB

Work Item Documents

BOQ_211684.xls

BOQ • 0.24 MB

kaina.pdf

Tender Documents • 2.28 MB

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Company

Rekha Devi

L1₹9.6 LAccepted-Finance

AKASH THAKUR

L2₹9.9 L+₹28,153 (2.94%)Rejected-Finance

BADIYAR A PO NANDPUR TEHSIL JUBBAL DISTT SHIMLA H P | JUBBAL | SHIMLA | HIMACHAL PRADESH

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Excavation in soil in Hilly Area in all kind of sand by mechanical/manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto any lead and lift as per Technical Specification Clause 1603.1 and as per HPPWD, specification of 1990 Volume-I, or as directed by the Engineer-In-Charge.

4.83

Per Cubic metre

306

₹1,477.98

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 including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge

22.68

Per cubic metre

490

₹11,113.2

Providing and Laying concrete concrete 1:4:8 (1cement: 4 sand: 8 graded stone aggregate 40mm nominal size) in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge

29.16

Per cubic metre

5,700

₹1,66,212

Pointing with Cement mortor 1:3 (one cement :three sand) on stone masonry as per drawing and technical specification clause 613.3 and 1204 including carriage of material with in all leads and lifts as per direction of Engineer-In-Charge.

56.25

Per cubic metre

3,300

₹1,85,625

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

each

450

₹5,400

Backfilling with Granular material behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge

32.58

Per cubic metre

1,450

₹47,241

Excavation for Road way in soil using mannual means for carring of cut earth to embankments site with a lift 1.5 mtr and lead up to 50 mtras per technical specification clause 302.3. including carriage of materials with in all leads and lifts as per directions of Engineer in Charge.

135.42

Per cubic metre

170

₹23,021.4

Stone soling properly hand-packed filling interstices with Kharanja stone and consolidating with power road roller to the requested gradient and comber including spreading watering and rolling of binding materials moorum or earth etc. complete as per HP.PWD specification. 150 mm spread thickness (finished work including materials and labour) including carriage of materials with in all leads and lifts as per directions of Engineer in Charge.

207.65

Per cubic metre

2,400

₹4,98,360