Himachal

Financial Eval

Works

Civil Works - Buildings

Construction of Two Nos. Class rooms at GSSS Kandi (Dholrwan) in District Kangra (HP) Deposit work (SH Construction of new hall at first floor and retaining wall)

Public Works Department

Nagrota Bagwan | Kangra, Himachal Pradesh

Amount: ₹15.0 LCloses: 6 Apr 2026Closed

Timeline

Published28 Mar 2026
Closed6 Apr 2026
Technical Evaluation8 Apr 2026
Financial Evaluation8 Apr 2026
Award—

Bids

Percentage

4 Bids8 Apr 2026

#	Company	Amount	Rank	Status
1	tek chand L1₹14.0 LAccepted-Finance VILL P O DARGIA SAKRI TEHSIL DEHRA DISTT KANGRA HP \| MANDI \| HIMACHAL PRADESH \| 175013	₹14.0 L	L1	Accepted-Finance Lowest 1
2	Parshant Rana L2₹14.6 L+₹66,896.77 (4.79%)Rejected-Finance	₹14.6 L+₹66,896.77 (4.79%)	L2	Rejected-Finance Lowest 2
3	Alpna Sharma L3₹15.6 L+₹1.7 L (11.8%)Rejected-Finance	₹15.6 L+₹1.7 L (11.8%)	L3	Rejected-Finance Lowest 3
4	sonu Rejected-Technical	-	-	Rejected-Technical Document received as per requirment

Tender Value

₹15.0 L

EMD Value

₹30,100

Closing Date

6 Apr 2026, 10:00 amClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

EE HP PWD Division Tanda at Nagrota Bagwan

Work Description

Construction of Two Nos. Class rooms at GSSS Kandi (Dholrwan) in District Kangra (HP) Deposit work (SH Construction of new hall at first floor and retaining wall)

Tender Information

Tender ID

2026_PWD_127334_6

Reference Number

Nagrota 04.02.2026

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Percentage

Period of Work

120 days

Location

Nagrota Bagwan

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

12 documents required · 12 mandatory

Fee/PreQual/Technical

RequiredCopy of online receipt of EMD and Cost of tender form (.pdf)

RequiredThe valid enlistment/registration of contractor in appropriate class. (.pdf)

RequiredGST registration , EPF no and PAN Copy. (.pdf)

RequiredAn affidavit that information furnished with the bid (with work name) are true (.pdf)

RequiredAffidavit regarding no near relative working in HP PWD department. (.pdf)

RequiredForm 7/8 duly signed by the contractor. (.pdf)

RequiredE-mail address and Contact Number of the Contractor/Firm (.pdf)

RequiredUnder taking that no arbitration/litigation with PWD is pending in any court of Law. (.pdf)

RequiredAn affidavit regarding not more than two works in hand under this Division (.pdf)

RequiredList of machinery (.pdf)

RequiredMinimum one similar work done of amount not less than 40 percent of the estimated cost (.pdf)

Finance

Requiredboq (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

EMD Fee Amount

₹30,100

Important Dates

Last Activity

8 Apr 2026

Published

28 Mar 2026

Bid Opening

6 Apr 2026

Download Starts

28 Mar 2026

Download Ends

6 Apr 2026

Submission Starts

28 Mar 2026

Bill of Quantities

PercentageBoQ_Ver4.0INR

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 (1 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m (One point five metre) in width or 10 sqm (Ten square metre) on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m (One point five metre), including getting out the excavated soil and disposal of surplus excavated soils as directed, within a any lead as directed by the Engineer-in-charge, within all leads, lifts and other incidentals as per specifications, approved drawing, design and as directed by the Engineer-in-charge.
2Providing form work with steel plates of 3.15mm (Three decimal one five millimetres) thick, welded with angle iron in frames of 30x30x5mm (Thirty into Thirty into Five millimetres), so as to give a fair finish including centring, shuttering strutting and propping etcetera, with wooden battens and ballies for all heights/depths of propping and centring below supporting floor to ceiling and removal of the same for in-situ reinforced concrete and plain concrete work in columns, pillar, piers, abutments, post and struts including carriage of material within all leads, lifts and other incidentals as per specifications, approved drawing, design, specifications and as directed by the Engineer-in-charge.
3Providing form work with steel plates of 3.15mm (Three decimal one five millimetres) thick, welded with angle iron in frames of 30x30x5mm (Thirty into Thirty into Five millimetres), so as to give a fair finish including centring, shuttering strutting and propping etcetera; with wooden battens and ballies for all heights/depths of propping and centring below supporting floor to ceiling and removal of the same for in-situ reinforced concrete and plain concrete work in Lintals beams, plinth beams, cantilevers, girders, including carriage of material within all leads, lifts and other incidentals as per specifications, approved drawing, design, specifications, entire satisfaction and as directed by the Engineer-in-charge.
4Providing form work with steel plates of 3.15mm (Three decimal one five millimetres) thick, welded with angle iron in frames of 30x30x5mm (Thirty into Thirty into Five millimetres), so as to give a fair finish including centring, shuttering strutting and propping etcetera, with wooden battens and ballies for all heights/depth of propping and centring below supporting floor to ceiling and removal of the same for in-situ reinforced concrete and plain concrete work in flat surfaces such as soffits of suspended floors roofs, landings balconies and access platform including carriage of material within all leads, lifts and other incidentals and as directed by the Engineer-in-charge.
5Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering - All work up to plinth level cement concrete 1:4:8 (One cement; four sand; eight graded broken/crushed stone aggregate 20mm (Twenty millimetres) nominal size mechanically mixed and curing complete including carriage of material within all leads, lifts and other incidentals as per specifications, approved drawing, design, specifications and as directed by the Engineer-in-charge.
6	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level cement concrete 1:1.5:3 (One cement; one point five sand; three graded broken/crushed stone aggregate 20mm (Twenty millimetres) nominal size, excluding cost of centering, shuttering, finishing and reinforcement complete including carriage of material within all leads, lifts and other incidentals as per specifications, approved drawing, design, specifications and as directed by the Engineer-in-charge.	9.72	Per cubic metre	-	-
7Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with cement concrete 1:1.5:3 (One cement; one point five sand; three graded broken/crushed stone aggregate 20mm (Twenty millimetres) nominal size complete including carriage of material within all leads, lifts and other incidentals as per specifications, approved drawing, design, specifications and as directed by the Engineer-in-charge.
8Providing Tor steel reinforcement of Thermo Mechanically Treated bars of grade Fe-500D of Tata Tiscon/Sail for reinforced cement concrete work including bending, binding, cutting, straightening and placing in position complete including cost of binding wires complete upto all floor levels as per approved specifications, drawing, design, as per entire satsfaction of the Engineer-in-charge including carriage of material within all leads, lifts and other incidentals.
9Brick work with common burnt clay F.P.S. (Non modular) building bricks of class designation 12.5 (Twelve point five) conforming to IS :2222 in super-structure upto all floor level in cement mortar 1:6 (One cement isto Six sand) and curing complete including carriage of material within all leads, lifts and other incidentals as per approved specifications, drawing, design and as directed by the Engineer-in-charge.
10Providing Kiln seasoned and chemically treated hollock wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed inposition with hold fast lugsor with dash fasteners of required dia & length ( hold fast lugsor dash fastener shall be paid for separately) complete including carriage of material within all leads, lifts and other incidentals as per approved specifications, drawing, design and as directed by the Engineer-in-charge.

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 MB

Technical Bid Opening

technical_196219.pdf

PDF

Technical Evaluation

techsummary_196219.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 • 0.20 MB

Work Item Documents

Sbd.pdf

Tender Documents • 5.53 MB

BOQ_196219.xls

BOQ • 0.37 MB

Officeorder.pdf

Tender Documents • 0.23 MB

Ready to Participate?

Download all tender documents and submit your bid

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Company

tek chand

L1₹14.0 LAccepted-Finance

VILL P O DARGIA SAKRI TEHSIL DEHRA DISTT KANGRA HP | MANDI | HIMACHAL PRADESH | 175013

Parshant Rana

L2₹14.6 L+₹66,896.77 (4.79%)Rejected-Finance

Alpna Sharma

L3₹15.6 L+₹1.7 L (11.8%)Rejected-Finance

sonu

Rejected-Technical

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m (One point five metre) in width or 10 sqm (Ten square metre) on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m (One point five metre), including getting out the excavated soil and disposal of surplus excavated soils as directed, within a any lead as directed by the Engineer-in-charge, within all leads, lifts and other incidentals as per specifications, approved drawing, design and as directed by the Engineer-in-charge.
2Providing form work with steel plates of 3.15mm (Three decimal one five millimetres) thick, welded with angle iron in frames of 30x30x5mm (Thirty into Thirty into Five millimetres), so as to give a fair finish including centring, shuttering strutting and propping etcetera, with wooden battens and ballies for all heights/depths of propping and centring below supporting floor to ceiling and removal of the same for in-situ reinforced concrete and plain concrete work in columns, pillar, piers, abutments, post and struts including carriage of material within all leads, lifts and other incidentals as per specifications, approved drawing, design, specifications and as directed by the Engineer-in-charge.
3Providing form work with steel plates of 3.15mm (Three decimal one five millimetres) thick, welded with angle iron in frames of 30x30x5mm (Thirty into Thirty into Five millimetres), so as to give a fair finish including centring, shuttering strutting and propping etcetera; with wooden battens and ballies for all heights/depths of propping and centring below supporting floor to ceiling and removal of the same for in-situ reinforced concrete and plain concrete work in Lintals beams, plinth beams, cantilevers, girders, including carriage of material within all leads, lifts and other incidentals as per specifications, approved drawing, design, specifications, entire satisfaction and as directed by the Engineer-in-charge.
4Providing form work with steel plates of 3.15mm (Three decimal one five millimetres) thick, welded with angle iron in frames of 30x30x5mm (Thirty into Thirty into Five millimetres), so as to give a fair finish including centring, shuttering strutting and propping etcetera, with wooden battens and ballies for all heights/depth of propping and centring below supporting floor to ceiling and removal of the same for in-situ reinforced concrete and plain concrete work in flat surfaces such as soffits of suspended floors roofs, landings balconies and access platform including carriage of material within all leads, lifts and other incidentals and as directed by the Engineer-in-charge.
5Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering - All work up to plinth level cement concrete 1:4:8 (One cement; four sand; eight graded broken/crushed stone aggregate 20mm (Twenty millimetres) nominal size mechanically mixed and curing complete including carriage of material within all leads, lifts and other incidentals as per specifications, approved drawing, design, specifications and as directed by the Engineer-in-charge.
6	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level cement concrete 1:1.5:3 (One cement; one point five sand; three graded broken/crushed stone aggregate 20mm (Twenty millimetres) nominal size, excluding cost of centering, shuttering, finishing and reinforcement complete including carriage of material within all leads, lifts and other incidentals as per specifications, approved drawing, design, specifications and as directed by the Engineer-in-charge.	9.72	Per cubic metre	-	-
7Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with cement concrete 1:1.5:3 (One cement; one point five sand; three graded broken/crushed stone aggregate 20mm (Twenty millimetres) nominal size complete including carriage of material within all leads, lifts and other incidentals as per specifications, approved drawing, design, specifications and as directed by the Engineer-in-charge.
8Providing Tor steel reinforcement of Thermo Mechanically Treated bars of grade Fe-500D of Tata Tiscon/Sail for reinforced cement concrete work including bending, binding, cutting, straightening and placing in position complete including cost of binding wires complete upto all floor levels as per approved specifications, drawing, design, as per entire satsfaction of the Engineer-in-charge including carriage of material within all leads, lifts and other incidentals.
9Brick work with common burnt clay F.P.S. (Non modular) building bricks of class designation 12.5 (Twelve point five) conforming to IS :2222 in super-structure upto all floor level in cement mortar 1:6 (One cement isto Six sand) and curing complete including carriage of material within all leads, lifts and other incidentals as per approved specifications, drawing, design and as directed by the Engineer-in-charge.
10Providing Kiln seasoned and chemically treated hollock wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed inposition with hold fast lugsor with dash fasteners of required dia & length ( hold fast lugsor dash fastener shall be paid for separately) complete including carriage of material within all leads, lifts and other incidentals as per approved specifications, drawing, design and as directed by the Engineer-in-charge.

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m (One point five metre) in width or 10 sqm (Ten square metre) on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m (One point five metre), including getting out the excavated soil and disposal of surplus excavated soils as directed, within a any lead as directed by the Engineer-in-charge, within all leads, lifts and other incidentals as per specifications, approved drawing, design and as directed by the Engineer-in-charge.

2Providing form work with steel plates of 3.15mm (Three decimal one five millimetres) thick, welded with angle iron in frames of 30x30x5mm (Thirty into Thirty into Five millimetres), so as to give a fair finish including centring, shuttering strutting and propping etcetera, with wooden battens and ballies for all heights/depths of propping and centring below supporting floor to ceiling and removal of the same for in-situ reinforced concrete and plain concrete work in columns, pillar, piers, abutments, post and struts including carriage of material within all leads, lifts and other incidentals as per specifications, approved drawing, design, specifications and as directed by the Engineer-in-charge.

3Providing form work with steel plates of 3.15mm (Three decimal one five millimetres) thick, welded with angle iron in frames of 30x30x5mm (Thirty into Thirty into Five millimetres), so as to give a fair finish including centring, shuttering strutting and propping etcetera; with wooden battens and ballies for all heights/depths of propping and centring below supporting floor to ceiling and removal of the same for in-situ reinforced concrete and plain concrete work in Lintals beams, plinth beams, cantilevers, girders, including carriage of material within all leads, lifts and other incidentals as per specifications, approved drawing, design, specifications, entire satisfaction and as directed by the Engineer-in-charge.

4Providing form work with steel plates of 3.15mm (Three decimal one five millimetres) thick, welded with angle iron in frames of 30x30x5mm (Thirty into Thirty into Five millimetres), so as to give a fair finish including centring, shuttering strutting and propping etcetera, with wooden battens and ballies for all heights/depth of propping and centring below supporting floor to ceiling and removal of the same for in-situ reinforced concrete and plain concrete work in flat surfaces such as soffits of suspended floors roofs, landings balconies and access platform including carriage of material within all leads, lifts and other incidentals and as directed by the Engineer-in-charge.

5Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering - All work up to plinth level cement concrete 1:4:8 (One cement; four sand; eight graded broken/crushed stone aggregate 20mm (Twenty millimetres) nominal size mechanically mixed and curing complete including carriage of material within all leads, lifts and other incidentals as per specifications, approved drawing, design, specifications and as directed by the Engineer-in-charge.

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level cement concrete 1:1.5:3 (One cement; one point five sand; three graded broken/crushed stone aggregate 20mm (Twenty millimetres) nominal size, excluding cost of centering, shuttering, finishing and reinforcement complete including carriage of material within all leads, lifts and other incidentals as per specifications, approved drawing, design, specifications and as directed by the Engineer-in-charge.

9.72

Per cubic metre

7Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with cement concrete 1:1.5:3 (One cement; one point five sand; three graded broken/crushed stone aggregate 20mm (Twenty millimetres) nominal size complete including carriage of material within all leads, lifts and other incidentals as per specifications, approved drawing, design, specifications and as directed by the Engineer-in-charge.

8Providing Tor steel reinforcement of Thermo Mechanically Treated bars of grade Fe-500D of Tata Tiscon/Sail for reinforced cement concrete work including bending, binding, cutting, straightening and placing in position complete including cost of binding wires complete upto all floor levels as per approved specifications, drawing, design, as per entire satsfaction of the Engineer-in-charge including carriage of material within all leads, lifts and other incidentals.

9Brick work with common burnt clay F.P.S. (Non modular) building bricks of class designation 12.5 (Twelve point five) conforming to IS :2222 in super-structure upto all floor level in cement mortar 1:6 (One cement isto Six sand) and curing complete including carriage of material within all leads, lifts and other incidentals as per approved specifications, drawing, design and as directed by the Engineer-in-charge.

10Providing Kiln seasoned and chemically treated hollock wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed inposition with hold fast lugsor with dash fasteners of required dia & length ( hold fast lugsor dash fastener shall be paid for separately) complete including carriage of material within all leads, lifts and other incidentals as per approved specifications, drawing, design and as directed by the Engineer-in-charge.