CONSTRUCTION OF PROPOSED DISTRICT LIBRARY AT RACE COURSE, DEHRADUN

Uttarakhand Peyjal Nigam · Dehradun, Uttarakhand · Civil Works & Infrastructure · open

Key facts

Tender value: ₹1.5Cr
EMD: ₹3.0L
Published: 21 Oct 2026
Closing date: 12 Nov 2026
Status: open
Status as of: 22 Oct 2026 08:41 UTC
Ministry: Government of Uttarakhand
Department: Uttarakhand Peyjal Sansadhan Vikas Evam Nirman Nigam
Office: Office of Chief General Manager, Construction Wing

Description

Construction of a proposed district library at Race Course, Dehradun, including civil works estimated at Rs. 131.31 lakh and E&M works estimated at Rs. 17.87 lakh. The total estimated cost excluding GST is Rs. 149.18 lakh. Completion period is 12 months.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No
Documents required: Proof of payment of tender cost, Proof of payment of EMD, Technical Bid, Financial Bid

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Commercial terms

Bid type: Single Stage Two-Envelope Bidding process
Make in India (MII): No
MSE preference: No

Line items (228)

Earth work in excavation 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 soil as directed, within a lead of 50 m.All kinds of soil. — Qty: 120 Cum
Earth work in excavation 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 soil as directed, within a lead of 50 m. All kinds of soil. — Qty: 65 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: 114 Cum
Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:With Chlorpyriphos/Lindane E.C. 20% with 1% concentration — Qty: 150 Sqm
Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete. — Qty: 18 Cum
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: 25 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) — Qty: 28 Cum
Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). — Qty: 32 Sqm
Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mmnominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth. — Qty: 64 Sqm
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.-All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum — Qty: 36 Cum
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 mininum 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: 148 Cum
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 — Qty: 33893.6 Kg
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete — Qty: 60.32 sqm
Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts. — Qty: 370.13 sqm
Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers. — Qty: 459.68 sqm
Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform — Qty: 432.87 sqm
Centering and shuttering including strutting, propping etc. and removal of form for : Shelves (cast in situ) — Qty: 8.66 sqm
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. — Qty: 84.52 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 in : Cement mortar 1:6 (1 cement : 6 coarse sand) — Qty: 19.92 Cum
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: 85 Cum

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