Construction work of CGM Farm office at G.B. Pant University of Agriculture and Technology, Pantnagar (U.S. Nagar)

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

Key facts

Tender value: ₹8.0Cr
EMD: ₹16.0L
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 the CGM Farm Office at Govind Ballabh Pant University of Agriculture and Technology, Pantnagar, Udham Singh Nagar. Estimated cost is Rs. 801.75 lakh and the completion period is 18 months. Bids are invited through a single-stage, two-envelope e-procurement process.

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), Proof of payment of the cost of Bid Document

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

Commercial terms

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

Line items (388)

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: 1252.5 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: 531.02 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: 259.99 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: 2287.19 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: 2262.51 Cu M
Supplying and filling in plinth with sand under Floors, including watering, ramming, consolidating and dressing complete. — Qty: 49.82 Cu M
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: 490.02 Sq 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: 75.19 Sq M
Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (1 cement : 4 fine sand). — Qty: 101.58 Rm
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: 73.42 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: 48.94 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: 88.32 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: 312.66 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: 340.22 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: 114768.75 Kg
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases for columns, etc. for mass concrete — Qty: 263.44 Sq M
Columns, Pillars, Piers, Abutments, Posts and Struts — Qty: 549 Sq M
Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick — Qty: 1881.81 Sq M
Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick — Qty: 1120.72 Sq M
Stairs, (excluding landings) except spiral-staircases — Qty: 34.65 Sq M

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