Himachal

Cancelled

Works

Civil Works - Roads

RR Damage to Gali Dhankipur road km

Public Works Department

pjrli | Shimla, Himachal Pradesh

Amount: ₹34.3 LCloses: 29 Aug 2026Closed

Timeline

Published24 Aug 2026
Closed29 Aug 2026
Cancelled23 Sept 2026

Cancellation Details

Cancellation of Tender

RR Damage to Gali Dhankipur road kmRR Damage to Gali Dhankipur road kmReason: Due to admistrative reasons/issuesDocument: cancelled_1.pdf

Published 23 Sept 2026

Tender Value

₹34.3 L

EMD Value

₹68,522

Closing Date

29 Aug 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

HPPWD Ruhru

Work Description

RR Damage to Gali Dhankipur road km

Tender Information

Tender ID

2026_PWD_141890_3

Reference Number

16409-16509

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

120 days

Location

pjrli

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical

Required1. Cost of tender form under general rule 24.1 (.pdf)

Required2. Earnest money under general rule 24.2 (.pdf)

Required3. Contractor registration under general rule 24.3 (.pdf)

Required4. G S T registration under general rule 24.4 (.pdf)

Required6. Affidavit that information furnished with the bid is correct in all respect as General rule No. 1 (.pdf)

Required5 List of machinery Under general rule 24.6 (.pdf)

Required9. Permanent Account Number as per general rule 1.2 B(a)(1) (.pdf)

Required11. Registration under Employees provident funds and miscellaneous provision act 1952 (.pdf)

Required12. Form 8 duly signed by contractor (.pdf)

Finance

RequiredBoq (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,000

EMD Fee Amount

₹68,522

Important Dates

Last Activity

23 Sept 2026

Published

24 Aug 2026

Bid Opening

31 Aug 2026

Download Starts

24 Aug 2026

Download Ends

29 Aug 2026

Submission Starts

24 Aug 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 (11 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Excavation in soil in Hilly Area by manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603. and as per HPPWD, specification of 1990 volume-I as directed by the Engineer in Charge	300.08	cum	185	₹55,514.8
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 lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.as directed by the Engineer-in-Change	340.01	cum	407	₹1,38,384.07
3	Randon Rubble Stone masonary in cement mortar 1:5 (1 Cement : 5 sand) for foundation complete as as per drawings and technical specification Clauses 702, 704,1202 and 1203 including carriage of material within all leadsa and lifts as per directions of Engineer in charge	11.33	cum	5,530	₹62,654.9
4	Plain/reinforced cement concrete (1:4:8) in open foundation complete as per drawings and technical specification Clauses 802, 803, 1202 and 1203.as directed by the Engineer-in-Change	76.84	cum	5,500	₹4,22,620
5	Plain/reinforced cement concrete (1:6:12) in open foundation complete as per drawings and technical specification Clauses 802, 803, 1202 and 1203.as directed by the Engineer-in-Change	46.17	cum	4,900	₹2,26,233
6	Randon Rubble Stone masonary in cement mortar 1:6 (1 Cement : 6 sand) for foundation complete as as per drawings and technical specification Clauses 702, 704,1202 and 1203 including carriage of material within all leadsa and lifts as per directions of Engineer in charge	210.51	cum	5,300	₹11,15,703
7	Construction of dry masonary in retainting walls, brest walls etc.as per HPPWD specificationl within all leadsa and lifts as per directions of Engineer in charge	254.44	cum	3,500	₹8,90,540
8	Providing and laying of boulder apron laid in wire crates with 4 mm (four) milimetre dia Gl wire conforming to 18280 and IS: 4826 in 100 mm x 100 mm ( hundred milimetre x hundred molimetre) mesh (woven diagonally) including 10 (ten) percent extra for laps end joints laid with stone boulders weighing not less than 2 5 (twenty five)kilogramme each as per drawing and MORD Technical Specifications Clause 1301 and as per the direction of the Engineer-in-Charge including carriage of material through al! modes of transportation within ail leads and lifts and other incidentals.	93.6	cum	2,950	₹2,76,120
9	Providing and laying of back filling behind abutment wing wall and return walls with complete as per drawing & technical specification clause 1204.3.8 as directed by the Engineer-in-Change	43.72	cum	1,300	₹56,836
10	Providing weephole in brick masonary /stone masonary ,plain/ rainforced concrate abutment wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slpoe of 1 (V):20(H) towards drawing face complete as per drawings and technical specification Clauses614,709,1204.3.7.as directed by the Engineer-in-Change	110	No	337	₹37,070

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.41 MB

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.20 MB

Work Item Documents

SBD3.pdf

Tender Documents • 4.45 MB

BOQ_210619.xls

BOQ • 0.24 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Excavation in soil in Hilly Area by manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603. and as per HPPWD, specification of 1990 volume-I as directed by the Engineer in Charge

300.08

cum

185

₹55,514.8

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 lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.as directed by the Engineer-in-Change

340.01

cum

407

₹1,38,384.07

Randon Rubble Stone masonary in cement mortar 1:5 (1 Cement : 5 sand) for foundation complete as as per drawings and technical specification Clauses 702, 704,1202 and 1203 including carriage of material within all leadsa and lifts as per directions of Engineer in charge

11.33

cum

5,530

₹62,654.9

Plain/reinforced cement concrete (1:4:8) in open foundation complete as per drawings and technical specification Clauses 802, 803, 1202 and 1203.as directed by the Engineer-in-Change

76.84

cum

5,500

₹4,22,620

Plain/reinforced cement concrete (1:6:12) in open foundation complete as per drawings and technical specification Clauses 802, 803, 1202 and 1203.as directed by the Engineer-in-Change

46.17

cum

4,900

₹2,26,233

Randon Rubble Stone masonary in cement mortar 1:6 (1 Cement : 6 sand) for foundation complete as as per drawings and technical specification Clauses 702, 704,1202 and 1203 including carriage of material within all leadsa and lifts as per directions of Engineer in charge

210.51

cum

5,300

₹11,15,703

Construction of dry masonary in retainting walls, brest walls etc.as per HPPWD specificationl within all leadsa and lifts as per directions of Engineer in charge

254.44

cum

3,500

₹8,90,540

Providing and laying of boulder apron laid in wire crates with 4 mm (four) milimetre dia Gl wire conforming to 18280 and IS: 4826 in 100 mm x 100 mm ( hundred milimetre x hundred molimetre) mesh (woven diagonally) including 10 (ten) percent extra for laps end joints laid with stone boulders weighing not less than 2 5 (twenty five)kilogramme each as per drawing and MORD Technical Specifications Clause 1301 and as per the direction of the Engineer-in-Charge including carriage of material through al! modes of transportation within ail leads and lifts and other incidentals.

93.6

cum

2,950

₹2,76,120

Providing and laying of back filling behind abutment wing wall and return walls with complete as per drawing & technical specification clause 1204.3.8 as directed by the Engineer-in-Change

43.72

cum

1,300

₹56,836

Providing weephole in brick masonary /stone masonary ,plain/ rainforced concrate abutment wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slpoe of 1 (V):20(H) towards drawing face complete as per drawings and technical specification Clauses614,709,1204.3.7.as directed by the Engineer-in-Change

110

337

₹37,070