Indian Tenders

Tender Notice

TDR 54812424
Tendering Authority Power Transmission Corporation Of Uttaranchal Limited
Tender No 01_SEC_P_DDUN
Tender ID 2026_PTCU8_93521_1
Tender Brief Tender For Construction Of 02 No. Classrooms For Saraswati Vidya Mandir Inter College Dhalipur, Vikasnagar, (District- Dehradun)
City Dehradun
State Uttarakhand
Document Fees INR 2360 /-
EMD INR 123000.0 /-
Tender Value Refer document
Tender Type Tender
Bidding Type Open Tender
Competition Type Indian

Tender Details

Tender for Construction Of 02 No. Classrooms For Saraswati Vidya Mandir Inter College Dhalipur, Vikasnagar, (District- Dehradun)

Key Dates

Publish Date 24-03-2026
Last Date of Bid Submission 15-04-2026
Tender Opening Date 15-04-2026

Contact Information

Company Name Power Transmission Corporation Of Uttaranchal Limited
Contact Person SE Civil Project
Address Vidyut Bhawan, Near ISBT Crossing,Saharanpur Road, DEHRADUN

BOQ Items

Name of Work:- Construction of 02 No. Classrooms for Saraswati Vidya Mandir Inter College Dhalipur, Vikasnagar, (District- Dehradun)
Sl. No. Item Description
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)
3Providing 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)
4Providing 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)
5Providing 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)
6Reinforced 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)
7Reinforced 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)
8Centering 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)
9Centering 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)
10Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts. (DSR Item No. 5.9.6)
11Centering and shuttering including strutting, propping etc. and removal of form for : Edges of slabs and breaks in floors and walls. Under 20 cm wide (DSR Item No. 5.9.16.1)
12Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Cold twisted bars (DSR Item No. 5.22.3)
13Brick work with F.P.S. bricks of class designation 7.5 in foundation and plinth in. Cement mortar 1:6 ( 1 cement : 6 coarse sand ) (DSR Item No- 6.1.2)
14Brick work with F.P.S. bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in. Cement mortar 1:6 ( 1 cement : 6 coarse sand ) DSR Item No.- 6.4.2)
1512 mm cement plaster of mix: 1:4 ( 1 cement : 4 coarse sand) (DSR Item No.- 13.4.1)
1615 mm cement plaster of mix: 1:4 ( 1 cement : 4 coarse sand) (DSR Item No.- 13.5.1)
17Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete (DSR Item No.- 13.80)
18Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) (DSR Item No.- 13.46.1)
19Providing and laying vitrified floor tiles in different sizes (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.Size of tile 600x600mm(DSR Item No.- 11.41.2)
20Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift.(DSR Item No.-2.25)
21Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift.(DSR Item No.-2.25a) Please Enable Macros to View BoQ information

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