Himachal

Financial Eval

Works

Civil Works

Balance work of Construction of Rajsav Sadan building at Solan (Deposit work)

Public Works Department

Solan, Himachal Pradesh

Amount: ₹5.7 LCloses: 16 Apr 2026Closed

Timeline

Published10 Apr 2026
Closed16 Apr 2026
Technical Evaluation22 Apr 2026
Financial Evaluation22 Apr 2026
Award—

Bids

Percentage

2 Bids22 Apr 2026

#	Company	Amount	Rank	Status
1	kunal sahni L1₹5.8 LAccepted-Finance	₹5.8 L	L1	Accepted-Finance L1
2	Prem Chauhan L2₹5.9 L+₹5,650.21 (0.97%)Rejected-Finance	₹5.9 L+₹5,650.21 (0.97%)	L2	Rejected-Finance L2

Tender Value

₹5.7 L

EMD Value

₹11,300

Closing Date

16 Apr 2026, 10:00 amClosed

Tender Inviting Organisation

Name

Executive Engineer HPPWD Solan

Address

near new bus stand Solan

Work Description

Additional/Alteration of Kitchen/pantry and fencing work

Tender Information

Tender ID

2026_PWD_134015_4

Reference Number

Solan16.04.2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

60 days

Location

Solan

Source Website

Subscribe to view

Eligibility / Pre-Qualification

as per SBD

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical

Required1. Cost of tender and earnest money indicate in Schedule F General Rule NO. 24.1 (.pdf)

Required2. Contractors registration refers general rules and directions No 24.3 of SBD. (.pdf)

Required3. GST registration refers general rules and Directions no 24.4 of SBD. (.pdf)

Required5. List of machinery, tool plant shown in schedule F with reference to clause 24.6 of SBD affidavit (.pdf)

Required6. Affidavits of correctness of all the documents are submitted is true by the Contractor. (.pdf)

Required7. Others documents. (.pdf)

Required9. Contractor should have to submit the proof of EPF as mentioned in SBD Clause 22 A. (.pdf)

Required11. Contractor should submit the proof of Labour Registration. (.pdf)

Required13. Fill Form NO 8 of SBD as per Directions and Rules No 24.8 and upload PDF documents. (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹350

EMD Fee Amount

₹11,300

Important Dates

Last Activity

22 Apr 2026

Published

10 Apr 2026

Bid Opening

16 Apr 2026

Download Starts

10 Apr 2026

Download Ends

16 Apr 2026

Submission Starts

10 Apr 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 (2 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Providing and laying cement concrete 1:2:4 (1 Cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size), in position cement concrete of specified grade excluding the cost of centering and shuttering as per H.P. PWD. specification including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads and lifts , including all incidental charges.
2Providing and laying Plain Cement Concrete nominal mix 1:4:8 (one cement isto four sand isto eight graded stone aggregate 25mm (twenty five milimeters) nominal size) Mechanically mixed and vibrated for plain/reinforced concrete and curing complete in open foundations and plinths for all type of structure including the cost of form work complete as per drawing and MORD Technical Specification clause 802, 803, 1202 and 1203 (Eight hundred two, eight hundred three, one thousand two hundred two and one thousand two hundred three) or as directed by the Engineer-in-Charge including carriage of materials with in all leads and lifts and other incidentals.
3Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in Cement mortar 1:3 (1 cement :3 coarse sand in superstructure above plinth level up to floor level. superstructure above plinth level to up to all floor level,including carriage of all labour equipment and material to various location through all modes of transportation in all lead, lift, other incidental charges and as per direction of engineer in charge.
4Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in cement mortar 1:6(One cement isto Six sand) as per HP.PWD specification including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges.
5Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys,complete with bolts, nuts, locking arrangement,stoppers, handles, including applying a priming coat of approved steel primer.
6Providing and laying vitrified floor tiles in different sizes of tile 600x600 mm (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete as per HP.PWD. Specification including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts and all incidental charges.
7Providing and fixing G.I.pipes complete with G.I. fittings including trenching and refilling etc.as per direction of Engineer in Charge and as per HP.PWD. Specification including carriage of all labour, equipment and material to various locations through all modes of transportation in all leads and lifts and all incidental charges.
7.1	15 mm (Fifteen Milimeter) nominal dia	-	Per runnning meter	-	-
7.2	20 mm (Twentty Milimeter) nominal dia	-	Per runnning meter	-	-
8Providing and placing on terrace (at all floor levels) 2000 llite Capcity polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank as per HP.PWD specification, including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges.

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

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 • 2.24 MB

Work Item Documents

BOQ_198178.xls

BOQ • 0.33 MB

SBD.pdf

Tender Documents • 3.17 MB

Ready to Participate?

Download all tender documents and submit your bid

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Company

kunal sahni

L1₹5.8 LAccepted-Finance

Prem Chauhan

L2₹5.9 L+₹5,650.21 (0.97%)Rejected-Finance

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Providing and laying cement concrete 1:2:4 (1 Cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size), in position cement concrete of specified grade excluding the cost of centering and shuttering as per H.P. PWD. specification including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads and lifts , including all incidental charges.
2Providing and laying Plain Cement Concrete nominal mix 1:4:8 (one cement isto four sand isto eight graded stone aggregate 25mm (twenty five milimeters) nominal size) Mechanically mixed and vibrated for plain/reinforced concrete and curing complete in open foundations and plinths for all type of structure including the cost of form work complete as per drawing and MORD Technical Specification clause 802, 803, 1202 and 1203 (Eight hundred two, eight hundred three, one thousand two hundred two and one thousand two hundred three) or as directed by the Engineer-in-Charge including carriage of materials with in all leads and lifts and other incidentals.
3Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in Cement mortar 1:3 (1 cement :3 coarse sand in superstructure above plinth level up to floor level. superstructure above plinth level to up to all floor level,including carriage of all labour equipment and material to various location through all modes of transportation in all lead, lift, other incidental charges and as per direction of engineer in charge.
4Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in cement mortar 1:6(One cement isto Six sand) as per HP.PWD specification including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges.
5Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys,complete with bolts, nuts, locking arrangement,stoppers, handles, including applying a priming coat of approved steel primer.
6Providing and laying vitrified floor tiles in different sizes of tile 600x600 mm (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete as per HP.PWD. Specification including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts and all incidental charges.
7Providing and fixing G.I.pipes complete with G.I. fittings including trenching and refilling etc.as per direction of Engineer in Charge and as per HP.PWD. Specification including carriage of all labour, equipment and material to various locations through all modes of transportation in all leads and lifts and all incidental charges.
7.1	15 mm (Fifteen Milimeter) nominal dia	-	Per runnning meter	-	-
7.2	20 mm (Twentty Milimeter) nominal dia	-	Per runnning meter	-	-
8Providing and placing on terrace (at all floor levels) 2000 llite Capcity polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank as per HP.PWD specification, including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges.

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Providing and laying cement concrete 1:2:4 (1 Cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size), in position cement concrete of specified grade excluding the cost of centering and shuttering as per H.P. PWD. specification including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads and lifts , including all incidental charges.

2Providing and laying Plain Cement Concrete nominal mix 1:4:8 (one cement isto four sand isto eight graded stone aggregate 25mm (twenty five milimeters) nominal size) Mechanically mixed and vibrated for plain/reinforced concrete and curing complete in open foundations and plinths for all type of structure including the cost of form work complete as per drawing and MORD Technical Specification clause 802, 803, 1202 and 1203 (Eight hundred two, eight hundred three, one thousand two hundred two and one thousand two hundred three) or as directed by the Engineer-in-Charge including carriage of materials with in all leads and lifts and other incidentals.

3Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in Cement mortar 1:3 (1 cement :3 coarse sand in superstructure above plinth level up to floor level. superstructure above plinth level to up to all floor level,including carriage of all labour equipment and material to various location through all modes of transportation in all lead, lift, other incidental charges and as per direction of engineer in charge.

4Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in cement mortar 1:6(One cement isto Six sand) as per HP.PWD specification including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges.

5Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys,complete with bolts, nuts, locking arrangement,stoppers, handles, including applying a priming coat of approved steel primer.

6Providing and laying vitrified floor tiles in different sizes of tile 600x600 mm (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete as per HP.PWD. Specification including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts and all incidental charges.

7Providing and fixing G.I.pipes complete with G.I. fittings including trenching and refilling etc.as per direction of Engineer in Charge and as per HP.PWD. Specification including carriage of all labour, equipment and material to various locations through all modes of transportation in all leads and lifts and all incidental charges.

7.1

15 mm (Fifteen Milimeter) nominal dia

Per runnning meter

7.2

20 mm (Twentty Milimeter) nominal dia

Per runnning meter

8Providing and placing on terrace (at all floor levels) 2000 llite Capcity polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank as per HP.PWD specification, including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges.