Construction of Toilet at Santala Devi Mandir Dehradun
Vice Chairman Mussoorie Dehradun Development Authority Dehradun · Dehradun, Uttarakhand · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹8.0L
- EMD: ₹24K
- Published: 18 Sep 2026
- Closing date: 23 Sep 2026
- Status: open
Description
Construction of Toilet at Santala Devi Mandir Dehradun including earthwork, concrete, brickwork, steel work, plumbing, electrical, and finishing works as detailed in the tender document.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Open Tender
- Evaluation: Percentage
- Make in India (MII): No
- MSE preference: No
Line items (57)
- Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 Sqm on plan) including getting out and disposal of all kinds of soil — Qty: 15.5 Cum
- Filling 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 m and lift upto 1.5 m — Qty: 3 Cum
- Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete — Qty: 12.5 Cum
- Excavating, supplying 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 trenches, plinth, sides of foundation etc. complete — Qty: 21 Cum
- Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level. 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) — Qty: 4.75 Cum
- Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. All work upto plinth level — Qty: 4.3 Cum
- All work from plinth level upto floor V level — Qty: 2.2 Cum
- Thermo-Mechanically Treated bars of grade Fe-500D or more — Qty: 700 Kg
- Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns etc. for mass concrete — Qty: 10 Sqm
- Suspended floors, roofs, landings, balconies and access platform — Qty: 11.6 Sqm
- Lintels, beams, plinth beams, girders, bressumers and cantilevers — Qty: 7.5 Sqm
- Columns, Pillars, Piers, Abutments, Posts and Struts — Qty: 10 Sqm
- Brick 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 (1 cement : 6 coarse sand) — Qty: 4.25 Cum
- Half brick masonry with non modular fly ash bricks of class designation 10, conforming to IS :12894, in super structure above plinth and upto floor V level Cement mortar 1 : 4 (1 cement : 4 coarse sand) — Qty: 1 Sqm
- Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes — Qty: 4.5 Cum
- 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws — Qty: 1.05 Sqm
- Kiln seasoned and chemically treated hollock wood-30 mm thick shutters — Qty: 1.08 Sqm
- Providing and fixing aluminium sliding door bolts, ISI marked, anodised, 300x16 mm — Qty: 9 Each
- Providing and fixing aluminium tower bolts, ISI marked, anodised, 300 mm x 10 mm — Qty: 4 Each
- Twin rubber stopper — Qty: 1 Each
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