Construction work of plumbing and 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: ₹5.1Cr
EMD: ₹10.3L
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 work for plumbing and site development under the Uttarakhand Council for Biotechnology at Pantnagar, Udham Singh Nagar. The estimated cost is Rs. 512.48 lakh and the completion period is 15 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), Details of Bidder (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 (156)

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). — Qty: 405 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: 1646.8 Cu M
Filling available excavated earth (excluding hard rock/Ordinary 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: 275.78 Cu M
Supplying and filling in plinth with sand under Floors, including watering, ramming, consolidating and dressing complete. — Qty: 12.53 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) : 8 graded stone aggregate 40 mmnominal size) — Qty: 346.51 Cu M
Coursed rubble masonry (first sort) with hard stone in foundation and plinth with : Cement mortar 1:6 (1 cement : 6 coarse sand) — Qty: 14.19 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: 73 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: 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: 19726.65 Kg
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases for columns — Qty: 496 Sq M
Centering and shuttering including strutting, propping etc. and removal of form for : Columns, piers, abutments, pillars, posts and struts — Qty: 209.25 Sq M
Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : White sand stone - Exposed face machine cut and table rubbed with rough backing. 70 mm thick — Qty: 140.94 Sq M
Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : - Raised and cut pointing — Qty: 140.94 Sq M
Providing and fixing 2nd class teak wood plain lining tongued and grooved, including wooden plugs complete with necessary screws and priming coat on unexposed surface. 20 mm thick — Qty: 105 Sq M
French spirit polishing : Two or more coats on new works including a coat of wood filler — Qty: 105 Sq M
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: 3536.94 Kg
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete — Qty: 1457.36 Kg
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) — Qty: 138.18 Cu M
15 mm cement plaster on the rough side of single or half brick wall of mix :: OUTER PLASTER 1:6 (1 cement: 6 fine sand) — Qty: 800.19 Sq M
Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 18.35.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 — Qty: 63 Each

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