Himachal

AOC

Works

Civil Works - Bridges

CO widening and improvement of MDR 66 at various Locations under Shimla Division No.III. SH Improvement work on both side of combermere Bridge Balance work thereof

Public Works Department

MDR 66 | Shimla, Himachal Pradesh

Amount: ₹2.2 CrCloses: 31 Mar 2026Closed

Timeline

Published24 Mar 2026
Closed31 Mar 2026
Technical Evaluation1 Apr 2026
Awarded4 Sept 2026

Bids

Percentage

2 Bids4 Sept 2026

#	Company	Amount	Rank	Status
1	P K Construction Shimla Pvt Ltd L1₹2.2 CrAccepted-AOC KHALINI DISTT SHIMLA \| SHIMLA \| SHIMLA \| HIMACHAL PRADESH	₹2.2 Cr Quoted ₹2.3 Cr	L1	Accepted-AOC ok
2	Sandeep Chandel L2₹2.3 Cr+₹2.7 L (1.18%)Rejected-Finance	₹2.3 Cr+₹2.7 L (1.18%)	L2	Rejected-Finance Reject

Tender Value

₹2.2 Cr

EMD Value

₹4.4 L

Closing Date

31 Mar 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer HPPWD Shimla Division No. III

Address

.E. E. Shimla DIVISION NO. III, HPPWD, Shimla-3

Work Description

CO widening and improvement of MDR 66 at various Locations under Shimla Division No.III. SH Improvement work on both side of combermere Bridge Balance work thereof

Tender Information

Tender ID

2026_PWD_132330_1

Reference Number

SD-III-23547-60dt.24-03-2026

Tender Type

Open Tender

Product Category

Civil Works - Bridges

Form of Contract

Percentage

Period of Work

180 days

Location

MDR 66

Source Website

Subscribe to view

Eligibility / Pre-Qualification

As per SBD

Documents Required

12 documents required · 12 mandatory

Fee/PreQual/Technical

RequiredCost of tender document as per schedule F (6.3) Earnest Money as per schedule F (6.5) on line mode. (.pdf)

RequiredContractor registration as per general Rule 23 and as per invitation of bid. (.pdf)

RequiredGST registration as per General Rule No 21. Copy of GST No./ Copy of Tin No. and Copy of PAN Card. (.pdf)

RequiredProof of registration under Employees Provident Funds and Miscellaneous Provision Act. 1952. (.pdf)

RequiredHP.PWD Form No-8 with full address and Mobile No. (.pdf)

RequiredAffidavit of Gazetted and non-Gazetted HPPWD employees related to him (General Rule No 16). (.pdf)

RequiredAffidavit of no relative working in PWD, Information furnished in the bid is correct in all respect. (.pdf)

RequiredProof of Machinery Tools plant and ownership as per sr. No. 6.19 of schedule F Clause 18. (.pdf)

RequiredMinimum Turnover for last Five years as given by CA. (.pdf)

RequiredAffidavit on maximum individual work as per Govt. Notification No.PWDBF0(1)3-2025-268025dt.29-10-25 (.pdf)

RequiredWork done certificate as per schedule F (6.9) and Work in hand certificate as per schedule F (6.10) (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹7,000

EMD Fee Amount

₹4.4 L

Important Dates

Last Activity

4 Sept 2026

Published

24 Mar 2026

Bid Opening

1 Apr 2026

Download Starts

24 Mar 2026

Download Ends

31 Mar 2026

Submission Starts

24 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
1Cutting work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm (Thirty centimetre) in depth, 1.5 m (One point five metre) in width as well as 10 sqm (ten Square Metre) on plan) in all kinds of soil including getting out and disposal of excavated earth all lead and lift as directed by Engineer-in-charge and sorting out useful and unuseful material and transportation of the unuseful material for disposing at dumping site (To be arranged by the contractor) as per satisfaction of Engineer- in -charge through all modes of transportation including head load ,animal load or mechanical means along with its leveling fine dressing and with all kinds of labour, machineries, tools equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour ( if required ).All useful material such as stones, shingles aggregate and slates shall be properly stacked at site to the maximum possible extent in all leads and lifts through all modes of transportation as per the directions of the Engineer-in-Charge. Any loss to the public and private propriety, human being, machinery during the course of execution and disposal of serviceable and unserviceable materials shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respects including all incidental charges.
2Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material. Hard Roack blasting prohibited and their intermediate classification of soils including, dewatering wherever required, setting of to the required lines, levels as shown on the drawing and directed by the Engineer -in-charge at site, according to the HP.PWD. specification of 1990 (one thousand nine hundred ninety) volume-I (one) and sorting out useful and unuseful material and transportation of the unuseful material for disposing at dumping site (To be arranged by the contractor) including payment of prescribed charges of dumping to the owner of dumping site as per satisfaction of Engineer-in-Charge through all modes of transportation including head load, animal load or mechanical means along with its leveling fine dressing and with all kinds of labour, machineries, tools equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour (if required).All useful material such as stones, shingles aggregate and slates shall be properly stacked at site to the maximum possible extent in all leads and lifts through all modes of transportation the usefull stones as per the direction of the Engineer-in-Charge. Any loss to the public and private propriety during the course of execution and disposal of serviceable and unserviceable materials shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respects including all incidental charges.
3Centering and shuttering including strutting, propping etc. and removal of form work for :Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.
4Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(i) 1:5:10 (1 cement : 5 coarse sand): 10 graded stone aggregate 40 mm nominal size)including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.
5Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size) including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.
6Square rubble masonary coursed with hard stones of approved quality in foundation and plinth in Retaining walls/Breast walls in cement mortor 1:6 (1 cement :6 sand) including rakingout joints in:- Including carriage of material within all leads and lifts as per direction of Engineer-in-charge.(i) Cement mortar 1:6 (1 cement : 6 coarse sand)including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.
7Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding complete all level.(i) Tor steel including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.
8Backfilling behind abutment, wing wall and return wall complete as per drawings and technical specification Clause 1204.3.8 in Granular materials including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.
9Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 110mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 including carriage of materials within all leads and lifts as per direction of Engineer-in-charge.
10Supply and installation of ETA certified high tensile steel wire mesh of minimum longitudinal strength 150 kN/m, coated with 150 gsm Galfan (95Zn 5AI), max opening 100 mm in horizontal direction and 150 mm in vertical direction, along with secondary erosion control PP/ HDPE mat, 400 gsm density complete with all accessories like boundary ropes, connection clips, press claws and other connecting elements as directed by Engineer- in-charge.

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

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 • 0.46 MB

Work Item Documents

SBD21917537.pdf

Tender Documents • 2.37 MB

BOQ_195675.xls

BOQ • 0.26 MB

Ready to Participate?

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Company

P K Construction Shimla Pvt Ltd

L1₹2.2 CrAccepted-AOC

KHALINI DISTT SHIMLA | SHIMLA | SHIMLA | HIMACHAL PRADESH

Sandeep Chandel

L2₹2.3 Cr+₹2.7 L (1.18%)Rejected-Finance

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Cutting work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm (Thirty centimetre) in depth, 1.5 m (One point five metre) in width as well as 10 sqm (ten Square Metre) on plan) in all kinds of soil including getting out and disposal of excavated earth all lead and lift as directed by Engineer-in-charge and sorting out useful and unuseful material and transportation of the unuseful material for disposing at dumping site (To be arranged by the contractor) as per satisfaction of Engineer- in -charge through all modes of transportation including head load ,animal load or mechanical means along with its leveling fine dressing and with all kinds of labour, machineries, tools equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour ( if required ).All useful material such as stones, shingles aggregate and slates shall be properly stacked at site to the maximum possible extent in all leads and lifts through all modes of transportation as per the directions of the Engineer-in-Charge. Any loss to the public and private propriety, human being, machinery during the course of execution and disposal of serviceable and unserviceable materials shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respects including all incidental charges.
2Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material. Hard Roack blasting prohibited and their intermediate classification of soils including, dewatering wherever required, setting of to the required lines, levels as shown on the drawing and directed by the Engineer -in-charge at site, according to the HP.PWD. specification of 1990 (one thousand nine hundred ninety) volume-I (one) and sorting out useful and unuseful material and transportation of the unuseful material for disposing at dumping site (To be arranged by the contractor) including payment of prescribed charges of dumping to the owner of dumping site as per satisfaction of Engineer-in-Charge through all modes of transportation including head load, animal load or mechanical means along with its leveling fine dressing and with all kinds of labour, machineries, tools equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour (if required).All useful material such as stones, shingles aggregate and slates shall be properly stacked at site to the maximum possible extent in all leads and lifts through all modes of transportation the usefull stones as per the direction of the Engineer-in-Charge. Any loss to the public and private propriety during the course of execution and disposal of serviceable and unserviceable materials shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respects including all incidental charges.
3Centering and shuttering including strutting, propping etc. and removal of form work for :Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.
4Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(i) 1:5:10 (1 cement : 5 coarse sand): 10 graded stone aggregate 40 mm nominal size)including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.
5Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size) including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.
6Square rubble masonary coursed with hard stones of approved quality in foundation and plinth in Retaining walls/Breast walls in cement mortor 1:6 (1 cement :6 sand) including rakingout joints in:- Including carriage of material within all leads and lifts as per direction of Engineer-in-charge.(i) Cement mortar 1:6 (1 cement : 6 coarse sand)including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.
7Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding complete all level.(i) Tor steel including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.
8Backfilling behind abutment, wing wall and return wall complete as per drawings and technical specification Clause 1204.3.8 in Granular materials including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.
9Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 110mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 including carriage of materials within all leads and lifts as per direction of Engineer-in-charge.
10Supply and installation of ETA certified high tensile steel wire mesh of minimum longitudinal strength 150 kN/m, coated with 150 gsm Galfan (95Zn 5AI), max opening 100 mm in horizontal direction and 150 mm in vertical direction, along with secondary erosion control PP/ HDPE mat, 400 gsm density complete with all accessories like boundary ropes, connection clips, press claws and other connecting elements as directed by Engineer- in-charge.

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Cutting work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm (Thirty centimetre) in depth, 1.5 m (One point five metre) in width as well as 10 sqm (ten Square Metre) on plan) in all kinds of soil including getting out and disposal of excavated earth all lead and lift as directed by Engineer-in-charge and sorting out useful and unuseful material and transportation of the unuseful material for disposing at dumping site (To be arranged by the contractor) as per satisfaction of Engineer- in -charge through all modes of transportation including head load ,animal load or mechanical means along with its leveling fine dressing and with all kinds of labour, machineries, tools equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour ( if required ).All useful material such as stones, shingles aggregate and slates shall be properly stacked at site to the maximum possible extent in all leads and lifts through all modes of transportation as per the directions of the Engineer-in-Charge. Any loss to the public and private propriety, human being, machinery during the course of execution and disposal of serviceable and unserviceable materials shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respects including all incidental charges.

2Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material. Hard Roack blasting prohibited and their intermediate classification of soils including, dewatering wherever required, setting of to the required lines, levels as shown on the drawing and directed by the Engineer -in-charge at site, according to the HP.PWD. specification of 1990 (one thousand nine hundred ninety) volume-I (one) and sorting out useful and unuseful material and transportation of the unuseful material for disposing at dumping site (To be arranged by the contractor) including payment of prescribed charges of dumping to the owner of dumping site as per satisfaction of Engineer-in-Charge through all modes of transportation including head load, animal load or mechanical means along with its leveling fine dressing and with all kinds of labour, machineries, tools equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour (if required).All useful material such as stones, shingles aggregate and slates shall be properly stacked at site to the maximum possible extent in all leads and lifts through all modes of transportation the usefull stones as per the direction of the Engineer-in-Charge. Any loss to the public and private propriety during the course of execution and disposal of serviceable and unserviceable materials shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respects including all incidental charges.

3Centering and shuttering including strutting, propping etc. and removal of form work for :Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

4Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(i) 1:5:10 (1 cement : 5 coarse sand): 10 graded stone aggregate 40 mm nominal size)including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

5Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size) including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

6Square rubble masonary coursed with hard stones of approved quality in foundation and plinth in Retaining walls/Breast walls in cement mortor 1:6 (1 cement :6 sand) including rakingout joints in:- Including carriage of material within all leads and lifts as per direction of Engineer-in-charge.(i) Cement mortar 1:6 (1 cement : 6 coarse sand)including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

7Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding complete all level.(i) Tor steel including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

8Backfilling behind abutment, wing wall and return wall complete as per drawings and technical specification Clause 1204.3.8 in Granular materials including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

9Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 110mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 including carriage of materials within all leads and lifts as per direction of Engineer-in-charge.

10Supply and installation of ETA certified high tensile steel wire mesh of minimum longitudinal strength 150 kN/m, coated with 150 gsm Galfan (95Zn 5AI), max opening 100 mm in horizontal direction and 150 mm in vertical direction, along with secondary erosion control PP/ HDPE mat, 400 gsm density complete with all accessories like boundary ropes, connection clips, press claws and other connecting elements as directed by Engineer- in-charge.