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GEM

Invitation to Bid - A1,A2,A3,A4,A5,A6,A7,A8,A9,A10,A11,A12,A13,A14,A15,B1,B2,B3,C1,C2,C3,C4,C5,C6,D1 in CUDDAPAH, ANDHRA PRADESH

Bid Publish Date

09-Feb-2026, 10:59 am

Bid End Date

02-Mar-2026, 11:00 am

EMD

₹2,75,600

Value

₹2,75,54,720

Progress

Issue09-Feb-2026, 10:59 am
AwardPending
Explore all 4 tabs to view complete tender details

Quantity

35681

Category

A1

Bid Type

Two Packet Bid

Categories 112

ACID STORAGE TANK BLOCK WORK BITUMINOUS MATERIAL DISTRIBUTOR WIND MILL ENERGY PROJECT APPARELS PRINTING SERVICES BRIDGE CONSTRUCTION SLUICE VALVE ANCHOR LINK INCLINED SHAFT APFC PANEL BATHROOM SET POLYETHYLENE PIPE BUILDING CONSTRUCTION PAINTING STRUCTURE FABRICATION CONSTRUCTION MATERIALS EXCAVATOR WOODEN TROLLEY WALL CONSTRUCTION PROVIDING VITRIFIED TILE HDPE GEOMEMBRANE TUBE AND FITTING ARNO STARTING CONTACTOR JCB ANTISEPTIC LIQUID & CREAM WHEAT FLOUR STRUCTURAL OFFSET PRINTING STEEL FURNITURE DISTEMPER WOODEN PRODUCT STEEL BENCH STEEL TUBE ARCHITECTURAL DRAWING PETROLEUM PRODUCT SOIL EARTH SNG HYDRAULIC SHOVEL CLOTHING CHEQUERRED TILE MINING ENGINEERING STOMACHERS TILES AND FLAGSTONES POWER ALUMINIUM ALLOY PAINT SUPPLY PAPER AND PRINTING SERVICES HYDRANT LINE RCC BLOCK CEMENT EARTH AND STONE BRICK WORK UTG BARE METAL PITCHING AIR BLOWER BASSES TILE FLOORING REBAR GROUTING RCC WORK STONE WORK GATE VALVES CONSTRUCTION MACHINERY SUMP ACID GROUTING PROVISION OF TILE BOX VALVE WATER LEVEL RECORDER MISCELLANEOUS FASTENERS ENAMELING PAINTS AND ACCESSORIES WIRE CABLE STAYED CLAY CRAFT FUME HOODS ERECTION OF STRUCTURAL SAND SUPPLY FILLING RAIN CUT PAINTS AND PRIMERS FIBERS THREADS AND YARNS MINING EQUIPMENT BACKHOE ANGLE BRACKETS DUST COLLECTORS FABRICATOR PLASTIC EXCAVATION FR1 EARTH WORK BRICK BUNDI HYDRAULIC PEB PIPES PAINTS METAL PRODUCTS STEEL SUPPLY EARTH MOVING CONSTRUCTION MINERAL AIR HOCKEY TABLES AND ACCESSORIES BARREL LABORATORY ENCLOSURES AND ACCESSORIES LABOUR MANUFACTURING SERVICES SHIFTING OF MATERIAL EARTH MOVER PAINTING MATERIAL TRANSPORTATION CRANE MOTORCYCLE HELMETS

Public procurement opportunity for Uranium Corporation Of India Limited A1, A2, A3, A4, A5, A6, A7, A8, A9, A10, A11, A12, A13, A14, A15, B1, B2, B3, C1, C2, C3, C4, C5, C6, D1 in CUDDAPAH, ANDHRA PRADESH. Quantity: 35681 issued by. Submission Deadline: 02-03-2026 11: 00: 00. View full details and respond.

Documents 7

GeM-Bidding-8952676.pdf

Main Document

BOQ Document

BOQ

BOQ Document

BOQ

BOQ Document

BOQ

Other Documents

OTHER

Buyer uploaded ATC document

ATC

GEM General Terms and Conditions Document

GEM_GENERAL_TERMS_AND_CONDITIONS

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Bill of Quantities (BOQ) 25 Items

Item # Title Description Quantity Unit Consignee Delivery (Days)
1 A1 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 350 cum tmplconsignee2 365
2 A2 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, complete as per directions of Engineer-in-charge. 300 cum tmplconsignee2 365
3 A3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1-3-6 (1 Cement - 3 coarse sand (zone-III) -6 graded stone aggregate 20 mm nominal size), complete as per directions of Engineer-in-charge. 100 cum tmplconsignee2 365
4 A4 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1-1.5-3 (1 cement - 1.5 coarse sand (zone-III)- 3 graded stone aggregate 20 mm nominal size), complete as per directions of Engineer-in-charge. 350 cum tmplconsignee2 365
5 A5 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level and below plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or 550D, complete as per directions of Engineer-in-charge. 28,000 kg tmplconsignee2 365
6 A6 Centering and shuttering including strutting, propping etc. and removal of form as per directions of Engineer-in-charge at all leads and lifta) in Foundations, footings, bases of columns, etc.complete as per directions of Engineer-in-charge. 750 sqm tmplconsignee2 365
7 A7 Centering and shuttering including strutting, propping etc. and removal of form as per directions of Engineer-in-charge at all leads and liftb) In superstructure columns, lintels, beams, plinth beams, roofs etc., complete as per directions of Engineer-in-charge. 750 sqm tmplconsignee2 365
8 A8 Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete, complete as per directions of Engineer-in-charge. 650 sqm tmplconsignee2 365
9 A9 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete,complete as per directions of Engineer-in-charge. 250 cum tmplconsignee2 365
10 A10 Demolishing R.C.C. work manually or by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. 150 cum tmplconsignee2 365
11 A11 Neat cement punning 500 sqm tmplconsignee2 365
12 A12 Providing and Grouting of pockets with cementitious grout Non Shrink of approved make by suitable means Free flowing pump curing etc Complete as per directions of Engineer in charge The payment shall be made on the basis of actual weight of approved grout used as per directions of Engineer in charge 1,000 kg tmplconsignee2 365
13 A13 Structural steel work riveted, bolted or welded in built up sections, and framed work like purlins, frames, trusses etc. including cutting, hoisting, fixing in position and applying two coats of synthetic enamel paint over a coat of approved steel primer, complete as per directions of Engineer-in-charge.. 1,000 kg tmplconsignee2 365
14 A14 Providing, laying and jointing glazed stoneware pipes of 150mm dia pipe of class SP1with stiff mixture of cement mortar in the proportion of 1ratio1 1 cement 1 fine sand including testing of joints etc complete as per directions of Engineer in charge 150 meter tmplconsignee2 365
15 A15 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) , ic 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 ofclass designation 7.5, complete as per directions of Engineer-in-charge. 10 nos tmplconsignee2 365
16 B1 Providing and Laying Sheet Base Lining on the Wall, Floor Drain, Collection Sump using Compatible Material Poly Propylene Homo Laminated and Duly bonded with Fiber compitable to Polyster Resin and Fiber. Total thickness of the Lining Shall be 4.0 MM suitable to withstand against 98 percentSulfuric Acid. Scope includes Bond Test (With Wooden Mallet, not more then 3 percent Air Pocket or Any Air Pocket of 6inchX 6inch should be there) and 100 percent Spark testing of the Lining. The Lining should be applied after thorough cleaning of surface and preparation of surface by mechanical means like Grinding, Cleaning With Cup / Wire Brush and Acid Wash to be done before commencement of the job including cost of all materials, labour charges, tools and tackles and taxes etc. complete as per specifications and directions of Engineer-in-charge. 400 sqm tmplconsignee2 365
17 B2 Supply and Installation of pre-fabricated & moulded outside and then to be fixed at the location and make it leak proof by Welding or Any Other Means. Material used for the Fabrication of the Drain must have due Chemical Resistant against 98% Sulphuric Acid and Sodium Sulphate and compatible to the site other operating conditions. Total Thickness of the Drain Fabricated with Plastic Laminated Poly Propylene Homo, Sheet, Fibre and Resin with 6 to 8MM thick including cost of all materials, labour charges, tools and tackles and taxes etc. complete as per specifications and directions of Engineer-in-charge. 150 sqm tmplconsignee2 365
18 B3 Supply and Application of Acid Resistant Tiles Lining of12mm in the chemical house floor ans sherting material used should be with stand Hydrogen Peroxide ,Uranium Peroxide and Caustic used. Scope includes suppy of acid resistant tiles 12mm thick 300mmX300mm as per IS4457 application and laying Bitumen primer followed with fixing of the Bricks with Cres mort-cn CNRL Based mortar as per IS 4443 Joint filling with Cres Fill -VE as per IS 4832 Part 2, Polysrter Resing Base Mortat Using Binyl Ester. complete as per specifications and directions of Engineer-in-charge. 400 sqm tmplconsignee2 365
19 C1 M12X150 HILTI ANCHOR BOLT RE 500 V4 CHEICAL DRILLING AND FIXING WITH MATERIAL 120 nos tmplconsignee2 365
20 C2 M16X200 HILTI ANCHOR BOLT RE 500 V4 CHEMICAL DRILLING AND FIXING WITH MATERIAL 120 nos tmplconsignee2 365
21 C3 M20 X240 HILTI ANCHOR BOLT RE 500 V4 CHEMICAL DRILLING AND FIXING WITH MATERIAL 100 nos tmplconsignee2 365
22 C4 M24X300 HILTI ANCHOR BOLT RE 500 V4 CHEMICAL DRILLING AND FIXING WITH MATERIAL 40 nos tmplconsignee2 365
23 C5 M27X300 HILTI ANCHOR BOLT RE500 V4 CHEMICAL DRILLING AND FIXING WITH MATERIAL 20 nos tmplconsignee2 365
24 C6 M30X380 HILTI ANCHOR BOLT RE500 V4 CHEICAL DRILLING AND FIXING WITH MATERIAL 20 nos tmplconsignee2 365
25 D1 Design, Supply, installation and commissioning with all allied works of Automatic Drum Filling System by volumetric base Powder filling, GLASS CHAMBER of 10 meter x 22 meter and 10 meter height approx. with SS Glass Supports and Covering all Four Sides and Top side also with no leakages in any place, Ventilation system for glass chamber to keep dust free always inside the glass chamber and it should be under negative suction/ drought. 1 lot tmplconsignee2 365

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Required Documents

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Experience Criteria

2

Past Performance

3

Bidder Turnover

4

Additional Doc 1 (Requested in ATC) *In case any bidder is seeking exemption from Experience / Turnover Criteria

5

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