Construction work of civil site development under Uttarakhand Council for Biotechnology, Pantnagar (U.S. Nagar)

Uttarakhand Agriculture Produce Marketing Board · Pantnagar, Uttarakhand · Civil Works & Infrastructure · open

Key facts

Tender value: ₹7.4Cr
EMD: ₹14.9L
Published: 04 Nov 2026
Closing date: 18 Nov 2026
Status: open
Status as of: 05 Nov 2026 08:45 UTC
Department: Uttarakhand Agriculture Produce Marketing Board
Office: Office of General Manager (Technical), Mandi Bhawan, Rudrapur

Description

Construction of civil site development works at the Uttarakhand Council for Biotechnology, Pantnagar, including earthwork, concrete, reinforcement, masonry, plastering, fencing and related works. Estimated cost is Rs. 7,43,85,000 and the completion period is 18 months.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No
Documents required: Letter of Bid (Form Tech 1), Bidder details (Form Tech 2) with supporting documents, Qualification criteria forms (Forms Tech 3 to Tech 13) with supporting documents, Earnest Money Deposit documentation (Form Tech 17 or Form Tech 17(A), as applicable), Copy of demand draft or proof of online payment for the bid document cost

New to these terms? Read how tender eligibility criteria work.

Commercial terms

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

Line items (26)

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: 29096.6 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: 29096.6 Cu 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: 532.59 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 : - 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) — Qty: 63.93 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 lev — Qty: 332.87 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 le — Qty: 49.72 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: 45728.02 Kg
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more — Qty: 6830.29 Kg
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete — Qty: 1301.85 Sq M
Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts — Qty: 662.76 Sq M
Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers — Qty: 1420.2 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 1:4 (1 cement : 4 coarse sand) — Qty: 536.74 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: 2625.17 Sq M
12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand) — Qty: 1047.47 Sq M
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer — Qty: 3672.63 Sq M
Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) — Qty: 375 Rm
Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. — Qty: 960 Kg
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc. ,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes — Qty: 7872.65 Kg
Providing and fixing of expansion joint system related with wall joint (internal/ external) location as per drawings and direction of Engineer-In- Charge. The joints shall be of extruded aluminum base members, self aligning / centering arrangement and support plates as per ASTM B221- 02. The material shall be such that it provides an Expansion Joints System suitable for vertical wall to wall/ wall to corner application, both new and existing construction in office Buildings & complexes with no slipping down tendency amongst the components of the Joint System. The Joint System shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfaces mechanically snap locking the multicellular to facilitate movement. (Material shall confirm to ASTM 6063). Wall Joint of 100 mm gap — Qty: 54.6 Rm
Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Upto 3 m depth — Qty: 45 Cu M

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