Construction work of Godown at Sahkari Samiti Ltd. Sarauna, Dehradun

Uttarakhand Awas Evam Nirman Sahkari Sangh Ltd. · Dehradun, Uttarakhand · Civil Works & Infrastructure · open

Key facts

Tender value: ₹35.0L
EMD: ₹70K
Published: 04 Nov 2026
Closing date: 19 Nov 2026
Status: open
Status as of: 05 Nov 2026 08:44 UTC
Office: Kashipur

Description

Construction of a godown at Sahkari Samiti Ltd. Sarauna, Dehradun. The work includes civil construction and associated electrical works. Completion period is 6 months. Tender rates are to be quoted as a percentage. EMD of Rs. 70,000 is required.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No
Documents required: Contractor registration certificate, Income tax PAN, GST registration certificate, Rs. 100 non-judicial stamp paper with signed Rs. 1 revenue ticket, FDR for EMD of Rs. 70,000, Demand draft for tender cost of Rs. 2,950

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Commercial terms

Bid type: Percentage
Evaluation: Financial bid of qualified bidders will be opened
Make in India (MII): No
MSE preference: No

Line items (94)

Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m — Qty: 349.81 Sq M
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 excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil — Qty: 88.16 Cu M
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 and for all lift. — Qty: 61.71 Cu M
Excavating, 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. — Qty: 56.81 Cu M
Supplying and filling of Earth by mechanical transport including loading, unloading & stacking beyond 5km upto 10km & beyond 10km upto 20km (Including all) — Qty: 56.81 Cu M
Supplying and filling in plinth with sand under Floors, including watering, ramming, consolidating and dressing complete. — Qty: 7.1 Cu M
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. — Qty: 34.92 Sq M
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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) — Qty: 9.64 Cu M
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 (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) — Qty: 7.1 Cu M
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: 6.54 Cu M
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth leve — Qty: 23.95 Cu M
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth lev — Qty: 14.23 Cu M
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more — Qty: 4495.69 Kg
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases for columns, etc. for mass concrete — Qty: 61.41 Sq M
Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts — Qty: 53.25 Sq M
Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick — Qty: 57.46 Sq M
Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick — Qty: 19.46 Sq M
Centering and shuttering including strutting, propping etc. and removal of form for : Stairs, (excluding landings) except spiral-staircases — Qty: 3.6 Sq M
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 in Cement mortar 1:6 (1 cement : 6 coarse sand) — Qty: 23.78 Cu M
15 mm cement plaster on the rough side of single or half brick wall of mix: 1:6 (1 cement: 6 fine sand) - OUTER PLASTER — Qty: 119.12 Sq M

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