Tender ID

Uttarakhand

To Be Opened

Works

Civil Works - Buildings

Construction of 02 No. Classrooms for Saraswati Vidya Mandir Inter College Dhalipur, Vikasnagar

MD (Power Transmisison Corporation of Uttarakhand Limited)

Vikasnagar Dehradun | Dehradun, Uttarakhand

Amount: Refer DocsCloses: 15 Apr 2026Closed

Timeline

Published24 Mar 2026
Closed15 Apr 2026
Bid Opening15 Apr 2026

Tender Value

Refer Docs

EMD Value

₹1.2 L

Closing Date

15 Apr 2026, 1:00 pmClosed

Tender Inviting Organisation

Name

SE Civil Project

Address

Vidyut Bhawan, Near ISBT Crossing,Saharanpur Road, DEHRADUN

Work Description

Construction of 02 No. Classrooms for Saraswati Vidya Mandir Inter College Dhalipur, Vikasnagar

Tender Information

Tender ID

2026_PTCU8_93521_1

Reference Number

01_SEC_P_DDUN

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Period of Work

180 days

Location

Vikasnagar Dehradun

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

3 documents required · 3 mandatory

Fee/PreQual/Technical

RequiredTender Fee, EMD, Schedule C and Affidavit (.pdf)

RequiredTechnical qualifying documents (.pdf)

Finance

RequiredPrice bid (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,360

Tender Fee Payable To

MD PTCUL

EMD Fee Amount

₹1.2 L

Important Dates

Last Activity

24 Mar 2026

Published

24 Mar 2026

Bid Opening

15 Apr 2026

Download Starts

24 Mar 2026

Download Ends

15 Apr 2026

Submission Starts

24 Mar 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (19 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Construction of classrooms Building having RCC framed structure with minimum ceiling height 3.35 Metre including internal electric connections & installations, power wiring & plugs, installations of doors & windows & flooring, painting,etc.required for proper completion of the building work (Plinth area to be measured): Ground Floor
2Excavation work by mechanical means(Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50m. Ordinary rock (DSR Item No.- 2.9.1)
-	Providing 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) (DSR Item No. 4.1.3)	-	Cum	-	-
-	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) (DSR Item No.- 4.1.8)	-	Cum	-	-
-	Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level. 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). (DSR No. 5.1.2)	-	Cum	-	-
-	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. up to floor five level excluding cost of centering, shuttering, finishing and reinforcement. 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). (DSR Item No. 5.2.2)	-	Cum	-	-
-	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases up to floor five level excluding thecost of centering, shuttering, finishing and reinforcement. 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) (DSR Item No.-5.3)	-	Cum	-	-
-	Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footing, bases of columns, etc. for mass concrete. (DSR Item No. 5.9.1)	-	Sqm	-	-
-	Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landing, balconies and access platform (DSR Item No. 5.9.3)	-	Sqm	-	-
-	Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts. (DSR Item No. 5.9.6)	-	Sqm	-	-

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 • 0.29 MB

Work Item Documents

TenderDocumentSchoolDhalipur.pdf

Tender Documents • 1.62 MB

BOQ_110700.xls

BOQ • 0.29 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Construction of classrooms Building having RCC framed structure with minimum ceiling height 3.35 Metre including internal electric connections & installations, power wiring & plugs, installations of doors & windows & flooring, painting,etc.required for proper completion of the building work (Plinth area to be measured): Ground Floor
2Excavation work by mechanical means(Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50m. Ordinary rock (DSR Item No.- 2.9.1)
-	Providing 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) (DSR Item No. 4.1.3)	-	Cum	-	-
-	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) (DSR Item No.- 4.1.8)	-	Cum	-	-
-	Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level. 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). (DSR No. 5.1.2)	-	Cum	-	-
-	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. up to floor five level excluding cost of centering, shuttering, finishing and reinforcement. 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). (DSR Item No. 5.2.2)	-	Cum	-	-
-	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases up to floor five level excluding thecost of centering, shuttering, finishing and reinforcement. 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) (DSR Item No.-5.3)	-	Cum	-	-
-	Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footing, bases of columns, etc. for mass concrete. (DSR Item No. 5.9.1)	-	Sqm	-	-
-	Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landing, balconies and access platform (DSR Item No. 5.9.3)	-	Sqm	-	-
-	Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts. (DSR Item No. 5.9.6)	-	Sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Construction of classrooms Building having RCC framed structure with minimum ceiling height 3.35 Metre including internal electric connections & installations, power wiring & plugs, installations of doors & windows & flooring, painting,etc.required for proper completion of the building work (Plinth area to be measured): Ground Floor

2Excavation work by mechanical means(Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50m. Ordinary rock (DSR Item No.- 2.9.1)

Providing 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) (DSR Item No. 4.1.3)

Cum

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) (DSR Item No.- 4.1.8)

Cum

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level. 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). (DSR No. 5.1.2)

Cum

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. up to floor five level excluding cost of centering, shuttering, finishing and reinforcement. 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). (DSR Item No. 5.2.2)

Cum

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases up to floor five level excluding thecost of centering, shuttering, finishing and reinforcement. 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) (DSR Item No.-5.3)

Cum

Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footing, bases of columns, etc. for mass concrete. (DSR Item No. 5.9.1)

Sqm

Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landing, balconies and access platform (DSR Item No. 5.9.3)

Sqm

Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts. (DSR Item No. 5.9.6)

Sqm